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| Sl. No. | Item Description |
| 1 | DESCRIPTION OF ITEM |
| 2 | Regional Office Building |
| 3 | .Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 6 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 7 | Concrete Work |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 coarse sand (zoneIII)derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 11 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth. |
| 13 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 14 | Reinforced Cement Concrete |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | Suspended floors, roofs, landings, balconies and access platform. |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 21 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 22 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. 20 mm dia.& 225 mm length |
| 23 | Extra for additional height in centering, shuttering where ever required with adequate bracing,propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (plan area to be measured). Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 26 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 27 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. |
| 28 | All works upto plinth level |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 30 | (a) R.C.C. work in Footing |
| 31 | (b) R.C.C. work in Plinth Beams |
| 32 | (d) R.C.C. work in Columns M-30 |
| 33 | (e) R.C.C. work in Walls |
| 34 | All works above plinth level upto floor V level |
| 35 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 36 | (a) R.C.C. work in Lintel |
| 37 | (b) R.C.C. work in Beam |
| 38 | (c) R.C.C. work in Slab |
| 39 | (d) R.C.C. COLUMNS M-30 |
| 40 | (e) R.C.C. WATER TANK WALLS |
| 41 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 42 | Masonry Work |
| 43 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 44 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 45 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 46 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 47 | From ground level upto plinth level |
| 48 | Above plinth level upto floor V level |
| 49 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 50 | Cladding Work |
| 51 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 52 | Granite stone slab of colour black, Cherry/Ruby red |
| 53 | Area of slab upto 0.50 sqm |
| 54 | Area of slab over 0.50 sqm |
| 55 | Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 56 | Granite work |
| 57 | Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. |
| 58 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 59 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Minimum Size of Tile 300x450 mm |
| 60 | Providing and laying Double Charged Vitrified tiles Polished finish in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm |
| 61 | Providing and laying Double Charged Vitrified tiles Polished finish in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 800x1600 mm |
| 62 | ACP CLADDING |
| 63 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium compositepanel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. |
| 64 | (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection ofthe curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding,having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 65 | TERRACOTTA TILES |
| 66 | Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400 mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ≥ 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework(Alloy 6063 T5/T6) consisting of vertical ‘T’ (for intermediates)/ ‘L’(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2 mm/ 40x60x2 mm / 40x40x2 mm respectively, spaced at maximum spacing of 600 mm c/c matching to the tile vertical grid, and horizontal aluminium ‘C’-clamps of size 56x25x2 mm thickness of length 150 mm at junction of tiles and of length 75 mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The vertical ‘T’/’L/ Tubular’ sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100 mm long (for brick work) and M8 expansion anchor fasteners 75 mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. The brackets shall be of length 175 mm at junction of two vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers. EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clampsby using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5 mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. Note : Scaffolding wherever required to be paid separately |
| 67 | With 16 mm thickness (+/- 10%) terracotta tiles of other than grey colors |
| 68 | Wood and PVC Work |
| 69 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood |
| 70 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 71 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 72 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):\ Rectangular or square |
| 73 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 74 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood 50x12 mm |
| 75 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper |
| 76 | WPC DOOR FRAME & SHUTTERS FOR TOILETS |
| 77 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (woodpowder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw with drawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 100 mm |
| 78 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimumdensity of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)35 mm thick |
| 79 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 80 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm |
| 81 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 82 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. |
| 83 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . |
| 84 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. |
| 85 | 300 x 10mm |
| 86 | 150 x 10mm |
| 87 | Steel Work |
| 88 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes |
| 89 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 90 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes. |
| 91 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 92 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. |
| 93 | ALUMINIUM WORK |
| 94 | Supply & fixing of Factory made powder coated system Aluminium 2 Track Sliding windows jointing will be only be done through cleats and as per design & specifications with outer frame 65mm X 51mm, Shutter section 65mm X 29mm, Bead size 33.20mm x 25mm Powder coated (any RAL Colour), 6mm Clear tuffened glass, Handle, EPDM Gasket, Silicon sealant with complete hardware of reputed brand, (Make: A2Z Infra Solutions / BWS Windows / Reyners/Lilli Windows) |
| 95 | Flooring |
| 96 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 97 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) .Medium shade pigment using 50% white cement 50% Grey cement |
| 98 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 99 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 100 | 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick leveling layer of cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 10 mm nominal size) to be paid separately. coated _with a thin layer of hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sam, incuding fixing blocks in position after dipping in hot bitumen (blown type) up to half depth , planed ,levelled smooth and finish complete. |
| 101 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st qualit conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 102 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm |
| 103 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed vitrified floor tiles polished finish of Size of Tile 600 x 1200 mm |
| 104 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size of Size of Tile 800 x 1600 mm |
| 105 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and onforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 106 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-incharge. Size of Tile 600x600 mm |
| 107 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-incharge. Size of Tile 800x800 mm |
| 108 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 109 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 110 | Providing and fixing machine cut, mirror/ eggshell polished , granite work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charg .Granite of all colour except black, cherry/ruby red 18 mm thick (slab area above 0.50 sqm) |
| 111 | ROOFING |
| 112 | FALSE CEILING |
| 113 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : |
| 114 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 115 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
| 116 | Hall Ceiling Specification :- Providing & Fixing Acoustical Ceiling with Square edge 15 mm thikness White Glass Fibre tile easily demountable tile , tile backed with acoustical tissue. Light weight ceiling tiles having NRC upto 0.95 of size 595x595 mm. Which will comprise of density 110 kg/m3 base panel with humidity resistance of 90% RH and light reflectance upto 85 % with Leed points Green Performance certified. White Soft Fibre 15mm for Ceiling tile meet the stringent fire test required having Class ‘A’ rating for Flame Ignitability test as per ASTM-E-84.) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 24x32 mm of length 3000 mm, cross - T of size 24x23 mm of length 1200 mm and secondary intermediate cross-T of size 24x23mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. (Make: Earcons Acoustic , Armstrong, Echophon) |
| 117 | Wall Paneling Specification upto 4 Feet :-Providing and fixing Wall Paneling with Grooved Slats Acoustical High Density Fiber Board FR Grade , Termite Resistance , Water Resistance Panels 16 mm with lineal perforations.The panels shall be one side Pre-laminated board (decorative lamination on one side and other sides balancing lamination ) grade -1 with 2mm grooved at 16/32 mm pitch, Toungue and Groove edges for seamless mounting having density of 750- 800kg/m3. The back of the panels are perforated with 10mm diameter circular holes with a nonwoven fabric covering of 0.2mm for providing Sound absorption .Panel is to be fixed on Aluminium section (weight approx.150gm/mtr) framework with screw fixed on stud of Knurling G I section of prime quality cold rolled steel as per IS 513 hot dipped galvanized 120 gsm as per BS 2989 and zinc coating as per IS 277 of Knurling GI-48 mm (48X34X36X0.5X3050/3660) wall channel and Knurling GI 50 mm (50X32X32X0.5X3660) floor |
| 118 | and ceiling channel are to be fixed with nylon plastic sleeves and wooden screws to from the proper framework . The extra channel must be used at openings and junctions as required. The cavity of framework should be inserted with Polyester Wadding backing/ infill 50 mm with density of 1000 gsm having flammibality - IS 15061-2002 Annexure clause A 3.2 for better insulation. The stud will come at every 600 centre to centre & Aluminium Core Cross channel having thickness 0.50 mm, lenght 2400mm , depth 18 mm and flanges of 7 mm with suitable edge bracket & center bracket is then fixed prependicular to stud & floor channel with help of fasteners at every 400 mm centers. |
| 119 | The installed system will have NRC not less than 0.84 as per IS: 8225 / ISO: 354 / ASTM 423. Contractor to provide expansion joints of 3 mm ar every 5 mtr bothways. as per manufacturer\"s specification as per direction of Engineer-in-Charge. ( Make: Earcons Acoustic, Anutone, Top Akustik) |
| 120 | Wall Panelling Specification Above 4 Feet Till Celing LVL :- Providing and fixing of Fire Resistance Grade Stretch Fabric with the help of PVC Track 25 mm half wrap and mid seam. Magnisite Bonded Wood Wool Panel having size 1200x600x20 mm panel having fiber width both side is 0.5 - 1 mm with having density 456 kg/m3 . Which will comprise to NRC Upto 0.90. Panel is to be installed on Knurling GI 48 mm (48X34X36X0.5X3050/3660) framework and meet the stringent fire test required having Class ‘P’ rating for Ignitability test as per BS 476 part 5 and Class ‘1’ rating as per BS 476 part 7 for Surface Spread of Flame test. Class ‘P’ and Class ‘1’ are the highest rating. |
| 121 | BS 476 part 6 Fire Propagation index and for Flaming ISO 1182 and Smoke density as per ASTM E 662 besides base panel conform to EN 13168 2000 is to be fixed on stud of Knurling G I section of prime quality cold rolled steel as per IS 513 hot dipped galvanized 120 gsm as per BS 2989 and zinc coating as per IS 277 of Knurling GI-48 mm (48X34X36X0.5X3050/3660) wall channel and Knurling GI 50 mm (50X32X32X0.5X3660) floor and ceiling channel are to be fixed with nylon plastic sleeves and wooden screws to from the proper framework . |
| 122 | The extra channel must be used at openings and junctions as required. The cavity of framework should be inserted with Polyester Wadding backing/ infill 50 mm with density of 1000 gsm having flammibality - IS 15061-2002 Annexure clause A 3.2 for better insulation. The stud will come at every 600 centre to centre & Panel to be fixed perpendicular to the GI-48 mm channels with steel screws. |
| 123 | PVC Tracks should be fixed directly by screw to the Magnisite Panel with Ply Strip 100 x 8 mm and track should be supported from channel.The cavity of tracks filled with 25 mm thk polyester wadding having density 1000 gsm having flammibality - IS 15061-2002 Annexure clause A 3.2 for better insulation. Then stretch FR Grade Fabric which will comprises flammability as per FMVSS 302 having to be stretched on these tracks with 1200mm module or as per the drawing. This system having 0.90 NRC. (Make: Earcons Acoustic , Anutone , Echofon) |
| 124 | Finishing |
| 125 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 126 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 127 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 128 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat 12 mm cement plaster |
| 129 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 130 | Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 131 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 132 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 133 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc.complete. On steel work |
| 134 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 135 | French spirit polishingTwo or more coats on new works including a coat of wood filler |
| 136 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 137 | STRUCTURAL GLAZING |
| 138 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approvedshop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. |
| 139 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles,nuts, bolts, clamps etc., structural and weather silicone sealants,flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: |
| 140 | (b)Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sectionsand profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. |
| 141 | (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporatingcurtain glazing to make it watertight.principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. |
| 142 | . Note:-1.The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025. 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04testing method for a range of testing limit 1 to 200 mVhr2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA501.01- 05 testing method for a range upto 2000 ml4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for arange upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml |
| 143 | Providing, assembling and supplying vision glass panels (IGUs)comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 144 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in- Charge. |
| 145 | Water Proofing |
| 146 | Providing and laying in situ seven course water proofing treatment with APP (Atactic polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 147 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 |
| 148 | Providing and applying two coats of High Albedo paint havingminimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer\"s specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge. |
| 149 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 150 | Providing and filling of AAC Lightweight Broken Blocks sunken portions. |
| 151 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: |
| 152 | (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 153 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 154 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 155 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 156 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: |
| 157 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 158 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum ofthe ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet therequirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks upto a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 159 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 160 | For vertical surface two coats @ 0.70 kg per sqm |
| 161 | For horizontal surface one coat @1.10 kg per sqm. |
| 162 | Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks,bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504- 3 having compressive strength Class R4 ≥45 MPa and adhesive bond strength Class R3 ≥1.5 MPa. The work shall be carried out all complete as per specification and the direction of theEngineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 163 | For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. |
| 164 | For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline [email protected] per hole. The crystalline mortar should betightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole) |
| 165 | Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick in linear metre (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running metre. Over the primed surfaceswellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 166 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measuredfor payment purpose. (2) The payment will be made once only forexecution of all items for such works. |
| 167 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m,50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm atboth ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking,flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall beretained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 168 | Providing & Fixing \"Unistone\" Glass Reinforced Concrete (G.R.C) Screens in approved size, pattern, thickness and shade.Border Thickness: 40-50mmInner member: 25-30mm |
| 169 | Providing and fixing Polycarbonate shed with M.S. members i.e., Trusses, Purlins, rafters etc as per structural drawing / design & including vertical surface fixed with J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, sealing of joints, painting of M.S. members with anti-corrosive primer, and final cleaning of the site. complete in all respects. |
| 170 | Making sleeves and cut-outs in RCC wall, beams and slabs of any shape and size by way of core cutting as per requirement of Architect/PMC for various services for cables/pipes for plumbing/HVAC/ Electrical and finishing the same etc. complete. A). Upto 100 mm dia. |
| 171 | Making sleeves and cut-outs in RCC wall, beams and slabs of any shape and size by way of core cutting as per requirement of Architect/PMC for various services for cables/pipes for plumbing/HVAC/ Electrical and finishing the same etc. complete. A). From 100mm to 150 mm dia. |
| 172 | Making sleeves and cut-outs in RCC wall, beams and slabs of any shape and size by way of core cutting as per requirement of Architect/PMC for various services for cables/pipes for plumbing/HVAC/ Electrical and finishing the same etc. complete. A). Above 150 to 250 mm dia. |
| 173 | SUB HEAD -I : SANITARY FIXTURES & FITTINGS |
| 174 | Providing and fixing floor mounted white viterous china single piece double traps syphonic water closet of approved brand / make , shape , size and pattern including integrated white viterous china cistern of capacity with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litre )including all fittings and fixtures with seat cover cistern fittings nuts , bolts , gaskets etc including making connection with the existing P or S trap complete in all respect as per directions of engineer - in - charge . |
| 175 | Providing & Fixing of white vitreous China wall hung European type water closet with concealed flushing cistern, C.P. bolts, nuts, C.I. chair or other hanging arrangements, special toilet seat & cover with C.P.wall hinges & rubber buffers including cutting and making good the walls and floors wherever required. |
| 176 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : |
| 177 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap with aerator |
| 178 | White Vitreous China Flat back Wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap with aerator |
| 179 | Providing and fixing white vitreous china urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption) with Self Closing Angle Cock Pressmatic for urinal with wall flanged and 200 mm connecting pipes and CP brass urinal spreader having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 180 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required |
| 181 | Kitchen sink with drain board |
| 182 | 510x1040 mm bowl depth 250 mm |
| 183 | Providing and fixing CP brass 32 mm size Bottle trap of approved quality and make and as per the direction of Engineer in charge . |
| 184 | Providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete . |
| 185 | Providing & fixing toilet paper holder: |
| 186 | C.P brass |
| 187 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 188 | White Agaria Marble Stone. |
| 189 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 190 | 15 mm nominal bore |
| 191 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS standards |
| 192 | 15 mm nominal bore |
| 193 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 194 | 15 mm nominal bore |
| 195 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 196 | 15 mm nominal bore with 45cm length |
| 197 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 198 | Providing & fixing C.P. brass Central hole wall mounted sink Mixer with aerator connecting legs & 2 nos CP brass wall flange and 2 nos CP brass stop cock including cutting & making good the walls wherever required complete in all respect as per direction of engineer - in - charge . |
| 199 | Providing and fixing C.P. brass Double coat hooks fixed in Toilet wall with C.P brass wall flanges & C.P. brass screws and other required accessories complete in all respect as per direction of engineer - in - charge . |
| 200 | Providing and fixing health faucet with 1 m CP brass flexible tube and swivel hook with CP brass wall flange including cutting & making good the walls wherever required complete in all respect as per direction of engineer in charge . |
| 201 | Providing & Fixing C.P. brass towel rail 600 mm long with 2 nos C.P. brass wall flanges & CP brass screws complete in all respect as per direction of engineer - in - charge . |
| 202 | Providing & Fixing wall mounted round shape stainless steel soap dish holder with wall flanges & CP brass screws complete in all respect as per direction of engineer - in - charge . |
| 203 | Providing & Fixing wall mounted round shape stainless steel Liquid soap dispenser with glass bottle and wall flanges & CP brass screws complete in all respect as per direction of engineer - in - charge . |
| 204 | Providing & Fixing CP brass OH Shower and Shower Arm , Single Lever Concealed divertor including exposed part of divertor , Bath Spout , fixed with wall flange and CP brass Screws complete in all respect as per direction of engineer - in - charge . |
| 205 | Providing and fixing stainless steel 600 mm long Grab Bar with 2 nos CP brass wall flange including cutting & making good the walls wherever required complete in all respect as per direction of engineer - in - charge . |
| 206 | Providing and fixing vertical or horizontal storage type hot water heater electrical operated fixed to wall with anchor bolts & nuts, 15mm CP brass angle stop cock and 15mm CP brass non-return valve complete including making connections with 15mm dia CP connecting pipes on inlet and outlet, suitable length of power cable and 15 amps plug . |
| 207 | 15 Litre Capacity |
| 208 | 25 Litre Capacity |
| 209 | Providing and fixing of fully automatic \"NO TOUCH\" hand drier ABS Body suitable to operate on 220 volts, single phase 50 hz, A.C. power supply and directly plugged to power point complete. |
| 210 | Providing & Fixing water purifier cum water cooler made of stainless steel having storage capacity of 80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge . |
| 211 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete |
| 212 | Providing and fixing uPVC 6kg/cm2 Soil , Waste & RWP pipes (IS: 13592 Class B) including all fittings (plain or door) e.g. bends, junction, cowls, offsets, access pieces as per IS : 14735 jointing with rubber ring/solvent cement joints including cutting chase or holes in walls and floors and making good wherever required. |
| 213 | 110 mm outer dia |
| 214 | 160 mm outer dia |
| 215 | Providing and fixing uPVC waste pipes 6 Kg / cm2 for WB , SINK , URINAL , FD (IS: 4985 Class III ) including all fittings (plain or door) e.g. bends, junction, cowls, offsets, access pieces as per IS : 4985 jointing with rubber ring/solvent cement joints including cutting chase or holes in walls and floors and making good wherever required. |
| 216 | 40 mm outer dia |
| 217 | 50 mm outer dia |
| 218 | 63 mm outer dia |
| 219 | Providing & fixing in position upvc P\"or S\" trap of self cleaning design of following sizes for the embedded areas Making proper connection with chemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors wherever required. |
| 220 | 110 mm inlet and 110 mm outlet |
| 221 | Providing & fixing in position upvc floor drain including cost of cutting and making good the walls and floors wherever required. |
| 222 | 110 mm inlet and 63 mm outlet |
| 223 | Providing and fixing UPVC inlet fitting with maximum 3 inlets 32,40 or 50 mm size fabricated from 110 mm dia UPVC pipes and fixed to upvc sockets,fixed to upvc trap with chemical sealent joint and set in cement concrete as per standard drawing complete. |
| 224 | Providing and fixing upvc cleanout plug( Ceiling or Floor) with suitable insert keys for opening, male threaded joint with upvc socket fixed to uPVC pipe complete in all respects. |
| 225 | 110 mm dia |
| 226 | Providing and fixing Stainless Steel Grade (304) grating with ring and Stainless steel anti cockroach basket and two SS screw including fixing to the floor with cement mortar. |
| 227 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 228 | Concealed work, including cutting chases and making good the walls etc. |
| 229 | 15 mm nominal outer dia Pipes |
| 230 | 20 mm nominal outer dia Pipes |
| 231 | 25 mm nominal outer dia Pipes |
| 232 | 32 mm nominal outer dia Pipes |
| 233 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc |
| 234 | Internal work - Exposed on wall |
| 235 | 15 mm dia nominal bore |
| 236 | 20 mm dia nominal bore |
| 237 | 25 mm dia nominal bore |
| 238 | 32 mm dia nominal bore |
| 239 | 40 mm dia nominal bore |
| 240 | 50 mm dia nominal bore |
| 241 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 242 | 15 mm dia nominal bore |
| 243 | 20 mm dia nominal bore |
| 244 | 25 mm dia nominal bore |
| 245 | 32 mm dia nominal bore |
| 246 | 40 mm dia nominal bore |
| 247 | 50 mm dia nominal bore |
| 248 | Providing and fixing Thermoflex or Careflex thermal insulation tubing, a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes of following nominal bores and thickness including all required accessories complete as per specification. |
| 249 | 9 mm thick ( Pipes in Chases) |
| 250 | For 15 mm dia Pipe |
| 251 | For 20 mm dia Pipe |
| 252 | Providing and Fixing full way lever operated forged brass ball valve of brass body with forged brass hard chromeplated steel ball tasted to a pressure not less than 15 kg/sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. |
| 253 | 15 mm dia nominal bore |
| 254 | 20 mm dia nominal bore |
| 255 | 25 mm dia nominal bore |
| 256 | 32 mm dia nominal bore |
| 257 | 40 mm dia nominal bore |
| 258 | 50 mm dia nominal bore |
| 259 | Providing, fixing, testing and commissioning of motorised butterfly valve of following dia for filling of overhead water tank complete with high and low level control switches to control tanks. The level controllers shall be installed in overhead tanks. The level switch will close the valve when water level is high in overhead tank and open the valve when overhead water tank level is low. The system should be complete in all respects with accessories 220 V AC / 24 V DC, IP67 electrical water level control unit, copper control wiring in whether proof casing etc. |
| 260 | 32 mm dia nominal bore |
| 261 | SWITCH CONTROL LIGHT POINTS |
| 262 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 263 | Group C |
| 264 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 265 | Group C |
| 266 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 267 | Group C |
| 268 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 269 | Group C |
| 270 | MCB CONTROL LIGHT POINTS |
| 271 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 272 | Primary point controlled by one MCB. |
| 273 | Same as item above but Secondary point. i.e. Points to be looped with Primary point with 1.5 sqmm wire and Point wiring |
| 274 | Wiring for light/power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 275 | Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 276 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 277 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 278 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 279 | 2 x 10 sq. mm + 1 x 6 sq.mm earth wire |
| 280 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 281 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 282 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required. |
| 283 | Supply and Wiring for 250 volts single phase and neutral 2 Nos 6 amps socket outlate with control by 2 No switched with 2.5 sq.mm PVC insulated copper conductor 1100 volts grade stranded flexible FRLS wires in concealed or surface mounted 25 mm dia 2mm thick PVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthing of third pin of the socket with 2.5 Sq. mm PVC insulated copper conductor stranded flexible FRLS wire.(maximum four no. of switches socket shall be connected on one circuit) |
| 284 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 285 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 286 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC\"s & Gysers) |
| 287 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 288 | Telephone socket outlet |
| 289 | TV anteena socket outlet |
| 290 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 291 | 1 or 2 Module (75mmX75mm) |
| 292 | 6 module (78mm X 205 mm X 50 mm) |
| 293 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 294 | 3 pin , 5/6 amps socket outlet |
| 295 | 5/6 amps switch |
| 296 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 297 | 25 mm |
| 298 | 32 mm |
| 299 | Supply, Installation, Testing and Commissioning of 12 W Bulk head Light. |
| 300 | Supply, Installation, Testing and Commissioning of 5W Mirror Light. |
| 301 | Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter. |
| 302 | Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED |
| 303 | Supply, Installation, Testing and Commissioning of 15W Surface mounted LED Square Downlighter. |
| 304 | Supply, Installation, Testing and Commissioning of 42W (Nominal) 2x2 ft Recess Mounted LED Luminaire. |
| 305 | Supply, Installation, Testing and Commissioning of 12/9W Recessed mounted LED circular Downlighter. |
| 306 | Supply, Installation, Testing and Commissioning of 10W Bracket Light LED Luminaire. |
| 307 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 308 | Supply, Installation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan with Louvers |
| 309 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 310 | 6 way, Double door |
| 311 | 8 way, Double door |
| 312 | 12 way, Double door |
| 313 | Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) |
| 314 | 4 way (4 + 12), Double door |
| 315 | 6 way (4 + 18), Double door |
| 316 | 8 way (4 + 24), Double door |
| 317 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note :Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 318 | 12 way (4 + 36), Double door |
| 319 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 320 | Single Pole |
| 321 | Single Pole Neutral |
| 322 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 323 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 324 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 325 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 326 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 327 | UPS SYSTEM:- |
| 328 | 15 KVA UPS 3 phase (415 V + 15%) Volts input & 3 phase output (415 V + 1%), 50 Hz, IGBT based technology, Input harmonic Current THD <=3% typical at 100% load, ,<=6% maximum at 100% load with inbuilt Isolation Transformer and 30 min battery backup for each UPS along with battery cabinet, Parallel card, BMS Port & communication card complete in all respect including supporting steel structure for UPS and Battery as required.Quoted price shall be inclusive of required rating single core copper conductor cable including terminations,connections of UPS to batteries etc complete in all respect and as per direction of Engineer in Charge. |
| 329 | 15 KVA (3 phase in/ 3 phase out) |
| 330 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 331 | Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick including accesssories, and providing masonary enclosure with cover plate (CI heavy duty) having locking arrangement and watering pipe of 2.7 mtr long etc. with charcoal or coke and salt ) as required. |
| 332 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut,bolt, spring, washer excavation and re-filling etc. as required. |
| 333 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 334 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 2 nos used for 50 x 5 for the Neutral earthing of euipments ) |
| 335 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 336 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 337 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 338 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 339 | Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. |
| 340 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) |
| 341 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) |
| 342 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. |
| 343 | Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. |
| 344 | Supply of Lightnig counter - LCD screen shows the number of lightning strikes, hour and date of lightning events Buttons enable TIME/DATE setting and log viewing. Replaceable battery, working life minimum five years, meet the requirements for IS/IEC 62305 and IEC 62561-2.Tested for Electrical ,Mechanical and Chemical as per IEC 62561. |
| 345 | Supplying and drawing of UTP 4 pair CAT6 LAN cable in the existing surface /recessed steel /PVC conduit as required (1 run of cable). |
| 346 | Supply, installation, testing and commissioning of 5 MP (2592 x 1944) Dome camera , ONVIF profile S , G& T BIS,UL , CE , FCC Certified ,1/2.7” Progressive Scan CMOS ,2.7 mm to 13.5 mm motorized varifocal lens , Quad stream with each stream support H.265 compression simultaneously ,min illumination : Color 0.05lux @ F1.2(AGC ON) ; B/W 0 lux @ IR ON , Shutter speed : 1 / 5s ~ 1 / 100,000 s ,WDR , Compression : H.265/H.265+/H.264/H.264+ .SD card support upto 256GB, Cloud Storage , Alarm trigger - 1 input / 1 output , frame rate : Main stream should support 25 &30 fps@5MP, , ROI Min. 8 Region, Two Way Audio, Hardware reset, Edge analytics : Face Detection, Customer Flow staistics, Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection. Queue length detection, Regional population statistics, SOD-Stationaary Object Detection, Tempering detection, Rare Sound Detection, Defog, Motion Detection, License plate detection. Protocol:- TCP/IP, HTTP, DHCP, DNS, DDNS, RTP, RTSP,SMTP, NTP, UPnP, SNMP, HTTPS,FTP PPPOE, NFS/SMB/CIFS, P2P , In built IR LED , IR Distance upto 45 meters , IP 66 ,IK10,POE/12V DC. |
| 347 | Supply, installation, testing and commissioning of 5 MP (2592 x 1944) Bullet camera , ONVIF profile S , G& T BIS,UL , CE , FCC Certified ,1/2.7” Progressive Scan CMOS ,2.7 mm to 13.5 mm motorized varifocal lens , Quad stream with each stream support H.265 compression simultaneously ,min illumination : Color 0.01lux @ F1.2(AGC ON) ; B/W 0 lux @ IR ON , Shutter speed : 1 / 5s ~ 1 / 100,000 s ,WDR , Compression : H.265/H.265+/H.264/H.264+ .SD card support upto 256GB, Cloud Storage , Alarm trigger - 1 input / 1 output , frame rate : Main stream should support 25 &30 fps@5MP, Net HDD, ROI Min. 8 Region, Two Way Audio, Hardware reset, Edge analytics : Face Detection, Customer Flow staistics, Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection. Queue length detection, Regional population statistics, SOD-Stationaary Object Detection, Tempering detection, Rare Sound Detection, Defog, Motion Detection, License plate detection. Protocol:- TCP/IP, HTTP, DHCP, DNS, DDNS, RTP, RTSP,SMTP, NTP, UPnP, SNMP, HTTPS,FTP PPPOE, NFS/SMB/CIFS, P2P , In built IR LED , IR Distance upto 45 meters , IP 67 ,IK10,POE/12V DC. |
| 348 | Supply of Outdoor IR 1080p60fps HD PTZ Camera with 1/2.8\" progressive scan Exmor CMOS, Effective pixels 1920 x 1080 approx. 2.1M pixels, 30x Optical Zoom 4.5 mm - 135 mm (F1.6 - F4.4); Optical Zoom Field of View (FOV) :- 2.4° - 60.9°, 16X Digital Zoom, Minimum Illumination- Sense up on- Color: 0.05 lux , B/W: 0.01 lux, With infrared (IR) 0 lux, WDR 90dB, Video Analysis ( Object removal , Loitering , Enter or Exit from the Field , Object Classification etc.) Intelligent Dynamic Noise Reduction, BLC, White Balance, Mechanical switchable IR filter, Pan Range 360° continuous, Tilt Range 0°–90°, Pan/Tilt Modes - Pan: 0.1°/s - 240°/s; Tilt: 0.1°/s - 120°/s, Presets 256 , Tours, IR distance 150 m (590 feet) (Detection), IR can be internal or external with full 360 deg PAN coverage Audio- 1/1 Channel In/Out, Memory card slot (support upto 1TB) , 24 individually configurable privacy masks, Simple single cable installation with POE+ support for indoor/Outdoor application, Defog, IP66 , ONVIF Profiles S & G, CE, UL Certified. |
| 349 | Supply, installation, testing and commissioning of 8 channel NVR , ONVIF compliant , recording bandwidth 640 Mbps , output interface 1 HDMI (up to 4K), 1 VGA , Alarm in/out :16ch in / 4ch out , 2 X RJ-45 port (1000M) , Bit Rate 16kbps-20mbps per channel, Sync Playback 4/8/10/16 ch playback, iOS smartphone support , third party camera supported, 8 HDD support , each HDD slot support upto 8 TB HDD , , 1x3.0 USB for backup /upgrade , 2x 2.0 USB for mouse, Display resolution up to 4K, 1 E-Sata Port, RS-485 Port, Cloud Storage, Net HDD, Two Way Talk, Edge analytics : Customer Flow staistics, Face Attendence, Face Detection and Recognition, Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection, Queue length detection, Regional population statistics, SOD-Stationaary Object Detection, Deterrence, PIR, AI Registerd Qty- 10000 & AI Captured Qty- 200000. Protocol support:- HTTp, TCP/IP, IPv4, UPNP, RTSP,UDP,SMTP,NTP,DHCP,DNS,IP filter,PPPOE,DDNS,FTP,IP search, P2P, NFS/SMB/CIFS, IPC Management. Certifications: UL,CE,FCC,BIS. |
| 350 | Supplying ,Installation, Testing and commissioning of 8TB HDD for Storage. |
| 351 | Supply, Installation, Testing & Commissioning of 8 port 10/100/1000 + 2 X gigabit SFP , managed L-2 Switch with SFP module switching capacity 216 gbps, Complete as per side required. |
| 352 | Supplying ,Installation, Testing and commissioning of 42” Full HD LED Display Unit - Wall Mount. |
| 353 | Supplying ,Installation, Testing and commissioning of HDMI Cable- 3Mtr |
| 354 | Supply, Installation, Testing and commissioning of 6U Rack - Outdoor with PDU,FAN and Cable Manager(Wallmount). |
| 355 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 356 | 25 mm |
| 357 | 32 mm |
| 358 | Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as perspecifications. |
| 359 | 2 Loop Panel |
| 360 | 10 Loop Panel |
| 361 | Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches complete as required. |
| 362 | Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED,metallic cover complete with all connections etc as required. |
| 363 | Supplying, installation, testing & commissioning of fault isolator complete with base as required. |
| 364 | Supplying, installation, testing & commissioning of addressable fire control module complete as required. |
| 365 | Supplying, installation, testing & commissioning of Addressable monitor module, 100% soft addressed from panel, integral short circuit isolators, capable of monitoring NO contacts, Option to choose operation mode as supervision of 20Sec or activation immediatee to connect NO/NC contacts such as pressure switch, flow switches, fire pump contacts etc Module shall be supplied with mounting plate from OEM for ease of installation & maintenance. |
| 366 | Intelligent and electronically addressable photoelectric smoke detector with microprocessor in head and including mounting base with LED etc. complete as per specification (Above False ceiling) |
| 367 | Intelligent and electronically addressable photoelectric smoke detector with microprocessor in head and including mounting base with LED etc. complete as per specification (Below False ceiling) |
| 368 | Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. |
| 369 | Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. |
| 370 | Supplying, installation, testing & commissioning of addressable manual call point complete as required. |
| 371 | Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. |
| 372 | Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. |
| 373 | Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. |
| 374 | Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling/wall speakers complete as required. |
| 375 | Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required. |
| 376 | Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. |
| 377 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 378 | 25 mm |
| 379 | 32 mm |
| 380 | Supply, Installation, Testing & Commissioning of electronic private automatic branch exchange (EPABX) system of Pure IP at core server Based voice solution with 04 Port Voicemail ,04 Port FXS ,04 Port FXO ,1 PRI Trunk lines (30 Ch) Circuit with CLIP Facility ,120 IP users License ,01 Nos. IP Operator Console, 100 Party Conference ,Speed Dial, Music on Hold , Internal/ External ring difference ,Call Barring, Call Pickup, TEC should be with GR Number, - Should Support Redundant server in active-Active mode. (4 Pair Cable) |
| 381 | Supply, Installation, Testing & Commissioning of Type 1 IP Phone 2 VoIP account, 120x40 Dot-matrix screen with backlight, Full HD duplex speaker phone, IPV6, Gigabit Ethernet, PoE. |
| 382 | Supply, Installation, Testing & Commissioning of Type 2 IP Phone with 4 Voip accounts, 4 line keys, 3.5-inch (480x320) Colour Screen display with backlight, GigE, colour displays for 6 DSS keys, IPV6, 2 x Gigabit Ethernet , PoE. |
| 383 | Supply, Installation, Testing & Commissioning of Analog Telephone Instruments with CLI Facility,Flash, Redial, Tone & Pulse Dailing |
| 384 | Supplying and drawing of UTP 4 pair CAT6 LAN cable in the existing surface /recessed steel /PVC conduit as required (1 run of cable). |
| 385 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 386 | 25 mm |
| 387 | PIPING, HYDRANT , SPRINKLER AND ACCESSORIES SYSTEM |
| 388 | Supplying , Installation , Testing and Commissioning of Electric Driven Terrace Fire Pump Suitable for Automatic operation and Consisting of Following Complete in all Respect as Required ( Terrace Fire Pump ) |
| 389 | Horizontal Type Multistage , Centrifugal Pump of Cast Iron Body and Bronze Impeller with Stainless Steel Shaft Mechanical Seal Conforming to IS : 1520 |
| 390 | Suitable HP Squirrel cage Induction motor , TEFC , synchronous speed 1500 RPM , Suitable for operation on 415 Volts 3 Phase 50 Hz AC Supply with IP 55 protection for enclosure Horizontal Foot Mounted type with class F insulation Conforming to IS : 325 with Energy Efficiency class IE-3 |
| 391 | MS Fabricated Common Base Plate Coupling , Coupling Guard Foundation bolts etc as Required |
| 392 | Suitable Cement Concrete Foundation duly Plastered with anti vibration Pads |
| 393 | The Head of the Pump is Selected in a manner so as to give a minimum 3.5 kg/sqcm pressure at the highest / farthest point |
| 394 | 450 Lpm at 35 m Head |
| 395 | Supplying and Fixing Air Vessel made of 450 mm dia 8 mm thick ms sheet 2000 mm in height with air release valve on top and flanged connection to riser drain arrangement with 25 mm dia gunmetal wheel valve with required accessories pressure gauge and painting with synthetic enamel paint of approved shade as required |
| 396 | Providing Laying Testing and Commissioning of C class Heavy duty MS Pipe Conforming to IS : 1239 / 3589 including Fittings like elbows , tees , flanges , tapers , nuts , bolts , gaskets etc and fixing the pipe on the wall / ceiling with suitable clamp / support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required . |
| 397 | 25 mm dia |
| 398 | 80 mm dia |
| 399 | 100 mm dia |
| 400 | 150 mm dia |
| 401 | Supplying Fixing Testing and Commissioning of butterfly valve of PN 1.6 Rating with Bronze Gunmetal Sheet duly ISI marked complete with nuts , bolts , washers , gaskets conforming to IS : 13095 of following sizes as required . |
| 402 | 100 mm dia |
| 403 | 150 mm dia |
| 404 | Supplying Fixing Testing and Commissioning of double flange sluice valve of Rating PN 1.6 with non rising spindle , bronze / gunmetal seat ISI marked complete with nuts , bolts , rubber washers and gaskets conforming to IS : 780 of following sizes as required . |
| 405 | 150 mm dia |
| 406 | Providing Installation Testing and Commissioning of Non Return Valve of following sizes conforming to IS : 5312 complete with rubber gasket , GI Bolts , Nuts , washers etc as required . |
| 407 | 100 mm dia |
| 408 | 150 mm dia |
| 409 | Providing Installation Testing and Commissioning of Stainless Steel Y Strainer fabricated out of 1.6 mm thick stainless steel , Grade 304 , Sheet with 3 mm dia holes with stainless steel flange . |
| 410 | 150 mm dia |
| 411 | Supplying and Fixing First aid hose reel with MS Construction Spray painted in Post office red conforming to IS : 884 complete with the following as required |
| 412 | 20 mm nominal internal dia water hose thermoplastic ( Textile Reinforced ) Type - 2 as per IS : 12585 |
| 413 | 20 mm nominal internal dia gunmetal globe valve and nozzle |
| 414 | Drum and Brackets for fixing the equipments on wall |
| 415 | Connections from Riser with 25 mm dia stop gunmetal valve and MS Pipe and socket |
| 416 | 36.5 Metre Length |
| 417 | Supplying and Fixing of Fire brigade connection of Cast iron body with gunmetal male intantaneous inlet coupling complete with cap and chain as required for suitable dia ms pipe connection conforming to IS : 904 as required |
| 418 | 2 Way 100 mm dia MS Pipe |
| 419 | Providing and Fixing of Pressure Switch in MS Pipe Line including connection etc as required |
| 420 | Providing and fixing dial type pressure gauge with isolation cock and copper pipe on main header Dial diameter 100 mm celebration 0-16 / sq. cm. |
| 421 | Providing and fixing Fire Extinguishers (CO2 type powder ) 4.5 Kg Capacity complete with all accessories as per manufacturers specifications. |
| 422 | Providing and fixing Fire Extinguishers (A, B, C type powder ) 6 Kg Capacity complete with all accessories as per manufacturers specifications. |
| 423 | Providing and fixing Fire Extinguishers (A, B, C type powder ) 9 Kg Capacity complete with all accessories as per manufacturers specifications. |
| 424 | Supplying and Fixing Air Vessel made of 450 mm dia 8 mm thick ms sheet 2000 mm in height with air release valve on top and flanged connection to riser drain arrangement with 25 mm dia gunmetal wheel valve with required accessories pressure gauge and painting with synthetic enamel paint of approved shade as required |
| 425 | Providing & fixing double flanged flexicon rubber expansion joint with unit control of standard length as per maufacturers specs. Tested to a pressure of 20 Kg/Sqcm including rubber gaskets, flanges, nuts, bolts and washers complete as required. |
| 426 | 100 mm dia |
| 427 | 150 mm dia |
| 428 | OUTDOOR UNITS |
| 429 | Supply, Installation, Testing & Commissioning of Modular type Variable Refrigerant Flow/Variable Refrigerant Volume air cooled Outdoor units suitable for cooling/heating having 100% hermetically sealed inverter type twin Rotary/Scroll Compressor(s),minimum two compressors (with individual separate PCB) for above 14HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R-410-A Refrigerant or equivalent, vibration Isolators with suitable foundation etc. complete as required. To have better efficiency condenser fan shall be capable to operate at different speed with respect to load. The unit shall deliver the rated capacity and in confirmation as per IS 18728:2024 and CPWD Specifications and work even at 50°C ambient temperature without tripping. The system shall be able to deliver 100% of the rated capacity upto 39 Degree Celcius.The unit shall be suitable to work on 400V +/- 10%, 3 Phase, 50Hz AC power supply and BMS compatible. The unit shall be filled with first charge of the refrigerant and ready for use as required. The condenser should be coated with a hydrophilic film to prevent water accumulation on the surface of the heat exchanger, enhance water dispersion, and reduce the risk of degradation, thereby improving overall performance and durability. The Indian Seasonal Energy Efficiency Ratio (ISEER) of the unit shall be as per Energy Conservation and Sustainable Building Code (ECSBC) 2024 as below and complete as per CPWD specification, connections, inter connections etc. as required. (For capacity <40 kWr ISEER 7.4, Capacity > 40 and <70 ISEER 7.5, Capacity > 70 ISEER 7.6 for Super ECSBC Building) |
| 430 | For Cooling or Heating or Both |
| 431 | (Considering conversion factor IHP= 0.83TR) |
| 432 | Supply, Installation, Testing and Commissioning of following minimum capacity and external static pressure VRF/VRV ceiling mounted high ductable type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, corded remote control, outer cabinet, vibration Isolators, drain pan, drain pump, other necessary supports etc., suitable for operation on single phase AC supply 230 V ± 10%, 50 Hz complete as required. The Indoor units must shut down upon receiving a singal from the BMS System/Fire Signals. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. (Make will be same as of Outdoor) |
| 433 | High Static Ductable units (minimum 78 pascal external static pressure) |
| 434 | 6.6 TR |
| 435 | HI-WALL |
| 436 | Supply, Installation, Testing and Commissioning of following minimum capacity High wall type Indoor unit equipped with and comfort washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, outer cabinet, cord less remote control, drain pan, necessary accessories etc., suitable for operation on 230 V ± 10%, 50 Hz, single phase AC supply, complete as required. The Indoor units must shut down upon receiving a singal from the BMS System/Fire Singnals. The system shall be capable to adjust air flow as per room requirement automatically. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. (Make will be same as of Outdoor) |
| 437 | 1.0 TR |
| 438 | 2.0 TR |
| 439 | CASSETTE |
| 440 | Supply, Installation, Testing and Commissioning of following minimum capacity 4 way Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan / dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration Isolation, Corded remote control etc., suitable for operation on single phase 230 V ± 10%, 50Hz AC supply, complete, as required. The Indoor units must shut down upon receiving a singal from the BMS System/Fire Signals. The system shall be capable to adjust air flow as per room requirement in auto mode. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. (Make will be same as of Outdoor) |
| 441 | 1.6 TR |
| 442 | 2.0 TR |
| 443 | 3.6 TR |
| 444 | 4.1 TR |
| 445 | COPPER REFRIGERANT PIPING |
| 446 | Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of 19 mm thick insulation as given below for Suction and Liquid lines, all accessories as per specifications etc. as required : |
| 447 | 6.4 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm |
| 448 | 9.5 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm |
| 449 | 12.7 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm |
| 450 | 15.86 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm |
| 451 | 19 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm |
| 452 | 22.2 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm |
| 453 | 25.4 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm |
| 454 | 28.58 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm |
| 455 | 31.8 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm |
| 456 | 34.9 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm |
| 457 | 38.1 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm |
| 458 | 41.27 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm |
| 459 | Refent Joints |
| 460 | Supply, Installation, Testing and Commissioning of Y/T/Multi Joints. Joints shall be of same Original Equipment Manufacturer (OEM) make as of ODUs and IDUs |
| 461 | Indoor Units |
| 462 | Outdoor Multi Joint |
| 463 | AIR DISTRIBUTION (FOR AIRCONDITIONING) |
| 464 | GSS DUCTING |
| 465 | Supply, installation, balancing and commissioning of factory fabricated GSS sheet metal rectangular/round ducting complete with neoprene rubber gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per approved drawings and specifications of following sheet thickness complete as required. |
| 466 | 0.63 MM (24 gauge) Galvanized Sheet Steel Ducting |
| 467 | 0.80 MM (22 gauge) Galvanized Sheet Steel Ducting |
| 468 | 1.0 MM (20 gauge) Galvanized Sheet Steel Ducting |
| 469 | 1.25 MM (18 gauge) Galvanized Sheet Steel Ducting |
| 470 | Supply, installation, balancing and commissioning of fabricated at site GSS sheet metal rectangular/round ducting complete with neoprene rubber gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per approved drawings and specifications of following sheet thickness complete as required. |
| 471 | 0.63 MM (24 gauge) Galvanized Sheet Steel Ducting |
| 472 | 0.80 MM (22 gauge) Galvanized Sheet Steel Ducting |
| 473 | 1.0 MM (20 gauge) Galvanized Sheet Steel Ducting |
| 474 | 1.25 MM (18 gauge) Galvanized Sheet Steel Ducting |
| 475 | Supply, installation, testing and commissioning of GI volume control duct damper complete with neoprene rubber gaskets, nuts, bolts, screws linkages, flanges etc, as per specifications. |
| 476 | SUPPLY / RETURN AIR GRILLES |
| 477 | Supplying & fixing of powder coated extruded aluminium Supply Air Grills with aluminium volume control dampers as per specifications. |
| 478 | Supplying & fixing of powder coated extruded aluminium Return Air Grills with louvers but without volume control dampers as per specifications. |
| 479 | Supplying, fixing testing commissioning of supply air diffusers of powder coated aluminium with aluminium volume control dampers with anti smudge ring & removable core. |
| 480 | Supplying, fixing testing commissioning of Return air/ Exhaust diffusers of powder coated aluminium without volume control dampers with anti smudge ring & removable core. |
| 481 | Supply, installation, testing & commissioning of thermal insulated flexible duct of following sizes duly supported at regular interval as per site requirement etc. complete as required as per specifications |
| 482 | 200mm dia |
| 483 | FIRE DAMPERS |
| 484 | Supplying, Fixing,testing and commissioning of fire dampers in supply air duct/main branch and return air path as and where required of required sizes i/c control wiring,the damper shall be motorized and spring return so as to close the damper in the event of power failure automatically and open the same in case of power being restored. The spring return action shall be inbuilt mechanism and not externally mounted. The damper shall also be closed in the event of fire signal complete as required and as per specifications. |
| 485 | Fire damper |
| 486 | Actuator |
| 487 | Supplying, fixing acoustic lining of supply air duct and plenum with 25 mm thick resin bonded glass wool having density of 32 Kg/M3, with 25 mm x 25 mm GI section of 1.25 mm thick at 600 mm centre to centre covering with rienforced plastic tissue paper and 0.5 mm thick perforated aluminum sheet fixed to inside surface of ducts with cadmium plated nuts, bolts, stick pins, CPRX compound complete as required and as per specification. |
| 488 | INSULATION |
| 489 | Supplying and fixing of following thickness duly laminated aluminum foil of mat finish closed cell Nitrile rubber (class“O”) insulation on existing duct after applying Suitable adhesive for nitrile rubber. The joints shall sealed with 50 mm wide and 3 mm thick self adhesive nitrile rubber tape insulation complete as per specifications and as required. |
| 490 | 19 mm thick (In Condition Space) |
| 491 | 25 mm thick (Non condition Space) |
| 492 | Plastic Propeller Fans |
| 493 | Supplying, installing, testing and commissioning of direct driven PROPELLER FANS. Each fan shall be complete with permanent split capacitor or shaded pole motor, mounting plate with light weight type PVC impellers with aerofoil contours for high efficiency & low noise & gravity louvers for weather protection as required. Fan selection arrangement and Electrical characteristics shall be as follows : |
| 494 | Air Quantity : 100 CFM, 3 mm St. Pr., 900 RPM or as per OEM, fan suitable for 220 ± 5% volts 50 cycles, 1 phase AC supply. |
| 495 | Power : As Required |
| 496 | Duty : Exhaust |
| 497 | Acoustically Insulated Inline Fans |
| 498 | Supplying, installing, testing and commissioning of inline fans suitable for installing in any position in vertical or horizontal ducts. The casing shall be double skin, internally acoustically lined and constructed of galvanised steel. with efficient motor, fire retardent double layer canvass connection etc complete in all respect & of following capacities. The casing shall be selected for lower noise level. Fan motor shall have inbuilt speed controller. Quoted price shall be inclusive of electronic speed regulator and wiring between fan & speed regulator for single phase fans. Supporting/mounting arrangement complete with all accessories is in contractor\"s scope. |
| 499 | Air Quantity : 600 CFM |
| 500 | Static Pressure : 20 mm wg |
| 501 | Motor rating : As Required |
| 502 | Air Quantity : 400 CFM |
| 503 | Static Pressure : 20 mm wg |
| 504 | Motor rating : As Required |
| 505 | Air Quantity : 300 CFM |
| 506 | Static Pressure : 20 mm wg |
| 507 | Motor rating : As Required |
| 508 | Supply and Installation of VRF Outdoor unit Frame work constructed out of MS Channel (75 x 40) having cross angle supports, 150 x 150 mm size MS plates in bottom. The complete stand shall be enamel painted and with anti vibration pads |
| 509 | Installation, testing and commissioning of 13 Passengers Lift |
| 510 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. |
| 511 | All kinds of soil |
| 512 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 513 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 514 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 515 | Concrete Work |
| 516 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 517 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 518 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 519 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 520 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth. |
| 521 | Brick edging in full brick width and half brick depth including excavation refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S.(non modulur) bricks of class designation 75 |
| 522 | Reinforced Cement Concrete |
| 523 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 524 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 525 | Suspended floors, roofs, landings, balconies and access platform. |
| 526 | Lintels, beams, plinth beams, girders, bressumers |
| 527 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 528 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 529 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 530 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 531 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 532 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland ozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable eparately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 533 | All works upto plinth level |
| 534 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 535 | (i) R.C.C. work in Footing |
| 536 | (ii) R.C.C. work in Beam |
| 537 | (iii) R.C.C. work in Columns |
| 538 | All works above plinth level upto floor V level |
| 539 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 540 | (i) R.C.C. work in Lintel |
| 541 | (ii) R.C.C. work in Beam |
| 542 | (iii) R.C.C. work in Columns |
| 543 | (iv) R.C.C. work in Slab |
| 544 | Masonry Work |
| 545 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 546 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 547 | Wood and PVC Work |
| 548 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 549 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 550 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 551 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 552 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. |
| 553 | 250 mm weighing not less than 150 gms |
| 554 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper |
| 555 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. |
| 556 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . |
| 557 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. |
| 558 | 300 x 10mm |
| 559 | 150x 10mm |
| 560 | Steel Work |
| 561 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 562 | Providing and fixing ball bearing for rolling shutters. |
| 563 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 564 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 565 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 566 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 567 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 568 | Flooring |
| 569 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement |
| 570 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 571 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 572 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 573 | Roofing |
| 574 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 575 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 |
| 576 | Finishing |
| 577 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 578 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 579 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 580 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 581 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 582 | Applying priming coat: |
| 583 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 584 | With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 585 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 586 | Two or more coats on new work. |
| 587 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 588 | Providing & fixing GI chain link fencing with in mesh size 50x50mm |
| 589 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 590 | Group C |
| 591 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 592 | Group C |
| 593 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 594 | Group C |
| 595 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 596 | Group C |
| 597 | MCB CONTROL LIGHT POINTS |
| 598 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 599 | Primary point controlled by one MCB. |
| 600 | Same as item above but Secondary point. i.e. Points to be looped with Primary point with 2.5 sqmm wire and Point wiring |
| 601 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 602 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 603 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 604 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 605 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 606 | 2 x 10 sq. mm + 1 x 10 sq.mm earth wire |
| 607 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 608 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 609 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required. |
| 610 | Supply and Wiring for 250 volts single phase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVC insulated copper conductor 1100 volts grade stranded flexible FRLS wires in concealed or surface mounted 25 mm dia 2mm thick PVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthing of third pin of the socket with 2.5 Sq. mm PVC insulated copper conductor stranded flexible FRLS wire.(maximum four no. of switches socket shall be connected on one circuit) |
| 611 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 612 | Supplying and fixing 63 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 63 A \"C\" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. |
| 613 | Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A \"C\" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. |
| 614 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 615 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC\"s & Gysers) |
| 616 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 617 | Telephone socket outlet |
| 618 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 619 | 1 or 2 Module (75mmX75mm) |
| 620 | 6 module (78mm X 205 mm X 50 mm) |
| 621 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 622 | 3 pin , 5/6 amps socket outlet |
| 623 | 5/6 amps switch |
| 624 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 625 | 25 mm |
| 626 | 32 mm |
| 627 | Supply, Installation, Testing and Commissioning of 10 W Bulk head Light. |
| 628 | Supply, Installation, Testing and Commissioning of 5W Mirror Light. |
| 629 | Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter. |
| 630 | Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED |
| 631 | Supply, Installation, Testing and Commissioning of 15W Surface mounted LED Square Downlighter. |
| 632 | Supply, Installation, Testing and Commissioning of 36W (Nominal) 2x2 ft Recess Mounted LED Luminaire. |
| 633 | Supply, Installation, Testing and Commissioning of 12/9W Recessed mounted LED circular Downlighter. |
| 634 | Supply, Installation, Testing and Commissioning of 9W (Nominal) Wall Bracket Light |
| 635 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 636 | Supply Installation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan |
| 637 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 638 | 6 way, Double door |
| 639 | 8 way, Double door |
| 640 | 12 way, Double door |
| 641 | Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) |
| 642 | 4 way (4 + 12), Double door |
| 643 | 6 way (4 + 18), Double door |
| 644 | 8 way (4 + 24), Double door |
| 645 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note :Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 646 | 12 way (4 + 36), Double door |
| 647 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 648 | Single Pole |
| 649 | Single Pole Neutral |
| 650 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 651 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 652 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 653 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 654 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 655 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 656 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 657 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 658 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 659 | Concrete Work |
| 660 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 661 | Reinforced Cement Concrete |
| 662 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 663 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 664 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 665 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 666 | Lintels,beams,plinthbeams,girders,bressumersandcantileverswithwaterproof ply 12 mm thick |
| 667 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 668 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 669 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 670 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. |
| 671 | All works upto plinth level |
| 672 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 673 | (i) R.C.C. work in Tank Raft |
| 674 | (v) R.C.C. work in rcc lift walls |
| 675 | All works above plinth level upto floor V level |
| 676 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 677 | (ii) R.C.C. work in Beam |
| 678 | (iii) R.C.C. work in Slab |
| 679 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 680 | (v) R.C.C. work in rcc Columns |
| 681 | Masonry Work |
| 682 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 683 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 684 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 685 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 686 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 687 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 688 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 689 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 690 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :5.5 mm thick glass panes. |
| 691 | Flooring |
| 692 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick. |
| 693 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 694 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 695 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 696 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats. |
| 697 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 698 | With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 699 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 700 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 701 | b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 {1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 {1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions ofwalls and slabs. |
| 702 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. {e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.\"AII above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 703 | With average thickness of 120 mm and minimumthickness at khurra as 65 mm. |
| 704 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 705 | Finishing |
| 706 | 6 mm cement plaster 1:3(1 cement:3 fine sand) |
| 707 | Neat cement punning |
| 708 | Water Proofing |
| 709 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufac turer’s specification in reinforced cement concrete at site of work |
| 710 | . The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 711 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 712 | For vertical surface two coats @ 0.70 kg per sqm |
| 713 | For horizontal surface one coat @1.10 kg per sqm. |
| 714 | Making sleeves and cut-outs in RCC wall, beams and slabs of any shape and size by way of core cutting as per requirement of Architect/PMC for various services for cables/pipes for plumbing/HVAC/ Electrical and finishing the same etc. complete. A). Upto 100 mm dia. |
| 715 | Making sleeves and cut-outs in RCC wall, beams and slabs of any shape and size by way of core cutting as per requirement of Architect/PMC for various services for cables/pipes for plumbing/HVAC/ Electrical and finishing the same etc. complete. A). From 100mm to 150 mm dia. |
| 716 | Making sleeves and cut-outs in RCC wall, beams and slabs of any shape and size by way of core cutting as per requirement of Architect/PMC for various services for cables/pipes for plumbing/HVAC/ Electrical and finishing the same etc. complete. A). Above 150 to 250 mm dia. |
| 717 | SWITCH CONTROL LIGHT POINTS |
| 718 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 719 | Group C |
| 720 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 721 | Group C |
| 722 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 723 | Group C |
| 724 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 725 | Group C |
| 726 | MCB CONTROL LIGHT POINTS |
| 727 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 728 | Primary point controlled by one MCB. |
| 729 | Same as item above but Secondary point. i.e. Points to be looped with Primary point with 2.5 sqmm wire and Point wiring |
| 730 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 731 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 732 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 733 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 734 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 735 | 2 x 10 sq. mm + 1 x 10 sq.mm earth wire |
| 736 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 737 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 738 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required. |
| 739 | Supply and Wiring for 250 volts single phase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVC insulated copper conductor 1100 volts grade stranded flexible FRLS wires in concealed or surface mounted 25 mm dia 2mm thick PVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthing of third pin of the socket with 2.5 Sq. mm PVC insulated copper conductor stranded flexible FRLS wire.(maximum four no. of switches socket shall be connected on one circuit) |
| 740 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 741 | Supplying and fixing 63 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 63 A \"C\" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. |
| 742 | Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A \"C\" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. |
| 743 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 744 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC\"s & Gysers) |
| 745 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 746 | Telephone socket outlet |
| 747 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 748 | 1 or 2 Module (75mmX75mm) |
| 749 | 6 module (78mm X 205 mm X 50 mm) |
| 750 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 751 | 3 pin , 5/6 amps socket outlet |
| 752 | 5/6 amps switch |
| 753 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 754 | 25 mm |
| 755 | 32 mm |
| 756 | Supply, Installation, Testing and Commissioning of 10 W Bulk head Light. |
| 757 | Supply, Installation, Testing and Commissioning of 5W Mirror Light. |
| 758 | Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter. |
| 759 | Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED |
| 760 | Supply, Installation, Testing and Commissioning of 15W Surface mounted LED Square Downlighter. |
| 761 | Supply, Installation, Testing and Commissioning of 36W (Nominal) 2x2 ft Recess Mounted LED Luminaire. |
| 762 | Supply, Installation, Testing and Commissioning of 12/9W Recessed mounted LED circular Downlighter. |
| 763 | Supply, Installation, Testing and Commissioning of 9W (Nominal) Wall Bracket Light |
| 764 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 765 | Supply Installation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan |
| 766 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 767 | 6 way, Double door |
| 768 | 8 way, Double door |
| 769 | 12 way, Double door |
| 770 | Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) |
| 771 | 4 way (4 + 12), Double door |
| 772 | 6 way (4 + 18), Double door |
| 773 | 8 way (4 + 24), Double door |
| 774 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note :Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 775 | 12 way (4 + 36), Double door |
| 776 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 777 | Single Pole |
| 778 | Single Pole Neutral |
| 779 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 780 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 781 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 782 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 783 | Cost Of Furnitures |
| 784 | PRODUCT - CUBICLE TABLE (PERFORM)Main Table Size: 1650 x 600 x 750ht.Side Storage Size: 1200 x 450 x 750ht.Specification -Partition - Slide Based System of 1200HT.Main Spine - Neo 50mm thick Partition SystemFinish / Tiles - Fabric above and Laminate below table top.Special Tiles - One fabric magnetic & One glass marker above table top.Table Top - PLB 25mm thick pre-lam particle board finished with 2mm PVCedge banding.Under-structure - Supported on ms powder coated sq. 50x50 straight perform legs with ms powder coated cross beam 40x20 & front 18mm thick PLT modesty 450H. Wire Management: 350mm Aluminium Flip Up and provision to mount swicthes and sockets on PVC cable dump and vertebra for wire uptake from floor to cable dump.Side Storage : The structure is made out of 18mm thick pre-laminated boards (PLB). The shelves are made out of 18mm(PLB), which are adjustable in height. The shutters are made out of 18mm(PLB), and fitted by hinges Finger Groove handles locking unit and levelers are considered |
| 785 | PRODUCT: URBANE CABIN TABLE (ASSI. COMMISSIONER) Main Table: W 2400 x D 900 x H 760mmExtention :W 1600 x D 550 x H 660 1. E1 grade particle board with imported \"Schattdecor\" melamine finish.2. Fixed side return with 2 drawers, single swing door, open shelf and open space for CPU, with holes for customer put their sockets. 3. Fixed side return can be left or right when first assembly. 4. Wirebox on table top, with cover for wire entrance only. 5. Unique leg design and connected with table with aluminum corner.Factory Standard Item |
| 786 | PRODUCT: ELITE CABIN TABLE -EBJ-01D24Main Table: W 2400 x D 900 x H 760mmExtention: W 1900 x D 600 x H 620mm1. E1 grade MDF with 0.6mm natural walnut veneer, 8 layers painting finish.2. Fixed side return with 2 drawers, single swing door and open space forCPU, with holes for customer put their sockets.3. Two pieces wirebox on table top, one is multi-functional for wiringmanagement and another just cover.5. Top covered by PU leather.Factory Standard Item |
| 787 | PRODUCT - CABIN TABLE (PERFORM) PA CABINMain Table Size: 1650 x 750 x 750ht.Side Table Size: 900 x 450 x 750ht.Specification -Table top - PLB 25mm thick pre-lam particle board finished with 2mm PVC edge banding. Under-structure - Supported on ms powder coated sq. 50x50 straight perform legs with ms powder coated cross beam 40x20 & front 18mm thick PLT modesty 450H. Wire Management: 350mm Aluminium Flip Up and provision to mount swicthes and sockets on PVC cable dump and vertebra for wire uptake from floor to cable dump. Side Storage : The structure is made out of 18mm thick pre-laminated boards (PLB). The shelves are made out of 18mm(PLB), which are adjustable in height. The shutters are made out of 18mm(PLB), and fitted by hinges. Finger Groove handles, locking unit and levelers are considered. |
| 788 | PRODUCT - CONFERENCE TABLE (PERFORM)Size: 5400 x 1500 x 750HT Specification:Table Top - PLB 25mm thick pre-lam particle board finished with 2mm PVC edge banding. Under-structure - Supported on powder coated ms sq. 50x50 legs & supporting ms cross beam 40x20. Wire Management - Aluminium Flip up 450mm with out switch & socket, ABS cable dump, vertical wire entry cover are considered. |
| 789 | LOW TABLE -PERFORMSIZE: 1800L x 800D x 750HPERFORM - METAL STRAIGHT LEGSTable top : made up of 18mm thick Hidroshield topUnderstructure: supported on MS powdercoated Straight leg with MS support beam |
| 790 | DOUBLE BEDSIZE: 2030L X 1575D X 415 /750H The head rest, foot rest & bed side panels are from 25mm thk, E1 grade, particle board prelaminated on two sides, with rounded corners. The storage - drawer units and center panels are of 18mm thk prelam particle board. Height of head rest panel is 750mm and of foot rest is 450mm. The inner structure of the cot has a metal tubular frame work, Tubes are confirming to IS 4923:1997, it is in-addition to center panels of prelaminatedparticle board. Cot comes with two movable storage units, each of size 980mm L x 750mm D x 275mm H, fixed with castor wheels for easy accessability and mobility. The storage units designed to accomodate on either side (left side or right side) of the cot depending upon the clients requirement. The storage facia comes with flush handle as a standard offering. The foot rest & head rest panels comes with adjustable levellers. Mattress base or platform is of 18mm thk prelam particle board in white laminate finish. |
| 791 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 792 | all kinds of soil |
| 793 | Quantity =100% of total cutting |
| 794 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : |
| 795 | all kinds of soil |
| 796 | Quantity @10% of total filling (i.e-road area ) |
| 797 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). (Rate=52.35+52.35*5.36%) |
| 798 | QUANTITY OF FILLING @90% |
| 799 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (Rate=20.55+20.55*5.36%) |
| 800 | QUANTITY OF FILLING @90% |
| 801 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 802 | All kinds of soil |
| 803 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 804 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 805 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 806 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 807 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. |
| 808 | 1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size) |
| 809 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 810 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 811 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 812 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 813 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 814 | providing & laying in position bitumen hot sealing compound for expansion joints |
| 815 | Using garde A sealing compound {(10.00/1.0)*3.50)}+{(3.50/3)*10}=46.67 |
| 816 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 817 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 818 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge |
| 819 | all kinds of soil |
| 820 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. |
| 821 | 1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size) |
| 822 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 823 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 824 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 825 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 826 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. |
| 827 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 828 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 829 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 830 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m : |
| 831 | All kinds of soil |
| 832 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia |
| 833 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 834 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 835 | 150 mm dia. R.C.C. pipe |
| 836 | 450 mm dia. R.C.C. pipe |
| 837 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 838 | 150 mm diameter S.W.Pipe (L*.6*.15 ) |
| 839 | 450 mm diameter S.W.Pipe (L*.6*.10 ) |
| 840 | Constructing brick masonry manhole in cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design |
| 841 | Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) |
| 842 | With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 |
| 843 | Extra for depth for manholes: |
| 844 | size 90 X 80 cm |
| 845 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 846 | Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 847 | 0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) |
| 848 | with common burnt clay F.P.S.(non module) brick of class designation 7.5 |
| 849 | Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m . |
| 850 | with common burnt clay F.P.S.(non module) brick of class designation 7.5 |
| 851 | Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design |
| 852 | 180 x 150 mm. size P type |
| 853 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 854 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : |
| 855 | With 20x20 mm square bar |
| 856 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 857 | External work |
| 858 | 25 mm dia nominal bore |
| 859 | 12.3+12.3+12.3 |
| 860 | 40 mm dia nominal bore |
| 861 | 22.5+5+6+2.5+18 |
| 862 | 50 mm dia nominal bore |
| 863 | 30.5+21.5+6.26 |
| 864 | 65 mm dia nominal bore |
| 865 | 3.60+18.50+2.70 |
| 866 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) |
| 867 | 40 mm dia nominal bore |
| 868 | 50 mm dia nominal bore |
| 869 | 65 mm dia nominal bore |
| 870 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) |
| 871 | 40 mm dia nominal bore |
| 872 | 50 mm dia nominal bore |
| 873 | 65 mm dia nominal bore |
| 874 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 875 | 50 mm dia |
| 876 | 80 mm dia |
| 877 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 878 | 20 mm nominal bore |
| 879 | 25 mm nominal bore |
| 880 | 32 mm nominal bore |
| 881 | 40 mm nominal bore |
| 882 | 50 mm nominal bore |
| 883 | 65 mm nominal bore |
| 884 | 80 mm nominal bore |
| 885 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 886 | LD- 2.5 |
| 887 | Rectangular shape 600*450 mm internal dimensions |
| 888 | Constructing masonry gate valve Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 889 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 890 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 891 | with common burnt clay F.P.S.(non module) brick of class designation 7.5 |
| 892 | Providing and Fixing full way lever operated forged brass ball valve of brass body with forged brass hard chromeplated steel ball tasted to a pressure not less than 15 kg/sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. |
| 893 | 25 mm dia |
| 894 | 32 mm dia |
| 895 | 50 mm dia |
| 896 | Domestic Water Supply Submersible Pump |
| 897 | Supply, installation, testing and commissioning of continuous duty submersible centrifugal non-clogging Water supply pumps to be placed in the underground water storage tank, complete with 3 phase motor with all necessary protection and mechanical seal etc. complete with all ancillaries including float type level controllers, electrical control panels (weather proof-IP67) fabricated from 14 gauge CRCA sheet volt meter ammeter with selector switch, TPMCB, 5 VA CL : CTs, phase indicating lamps protected by 2 amp SP MCB, DOL starter, necessary wiring, cable alleys, earthing, interlocking, starter with Automatic float type level controller, providion of high level alarm, sequence timer, potential free contact to starter for connection to BAS, both pumps may run simultaneously at pre determind level complete with electrical panel. |
| 898 | MOC: Body, Impellar and casing complete in SS 304 (Solid Handling of 20-25mm) |
| 899 | DOMASTIC WATER TRANSFER PUMPS FOR OHT TANK FILLING |
| 900 | No. of Pumps: 1 (1 Working + 1 Stand by ) |
| 901 | Capacity : 200lpm |
| 902 | Head : 35m |
| 903 | Make-WILO,KSB,ITT |
| 904 | Raw Water Transfer Pump ( In UGT / Plant Room ) |
| 905 | Supply, installation, testing & commissioning of vertical inline multistage pumping set (Imported) with Stainless steel-304 body, Stainless steel-304 impeller, Stainless steel-304 casing, shaft of Stainless steel-316 and C.I. base & head with mechanical seal, connected to a TEFC induction motor with class IE -3 efficiency and IP 68 Protection and class F insulation suitable for 415+/- 10% volts, 3 phase 50 cycles A.C. supply with 150 mm dia pressure gauge with gunmetal isolation cock,including suction and delivery headers of G.I \"C\" class pipe of required dia, isolation valves, NRV of PN-16 grade,required valve and strainer & vibration eliminators on both suction & delivery side of pumps, vibration eliminating pads under foundations, 80x40 mm I section base plate bolted to cement concrete foundations complete.Vendor to submit performance curves and technical catalogue of the proposed model for review and information. |
| 906 | Raw Water Transfer Pump ( In UGT / Plant Room ) |
| 907 | Set of Two pumps (1 Working + 1 Standby) |
| 908 | 7.5 HP |
| 909 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 910 | all kinds of soil |
| 911 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 912 | Qty. = 25% of them no 1 |
| 913 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level |
| 914 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 915 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 916 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : |
| 917 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 918 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 919 | 1:6 (1 cement: 6 coarse sand) |
| 920 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 921 | all kinds of soil |
| 922 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 923 | Qty. = 25% of them no 1 |
| 924 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level |
| 925 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 926 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 927 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 928 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : |
| 929 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 930 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 931 | 1:6 (1 cement: 6 coarse sand) |
| 932 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 933 | All kinds of soil |
| 934 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 935 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 936 | 450 mm dia. R.C.C. pipe |
| 937 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 gradded stone aggregate 40 mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 938 | 450 mm diameter S.W.Pipe |
| 939 | 150mm thick base(10*6.5*.85*.15) |
| 940 | 100 mm both side[(.75*.55)-(3.14*.45*.45/4)]*10*6.5 |
| 941 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 942 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 943 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : |
| 944 | Screened through sieve of I.S. designation 16 mm |
| 945 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 946 | Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 947 | In rows 5 cm apart in both directions |
| 948 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. |
| 949 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 950 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 951 | Holes 1.2 m dia and 1.2 m deep |
| 952 | Edging with bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m : |
| 953 | Common burnt clay F.P.S (non modular) bricks of Class designation 7.5 |
| 954 | Flooding the ground with water including making kiaries and dismantling the same. |
| 955 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) |
| 956 | Hedge Plant /Ground cover |
| 957 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 958 | Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of theofficer-in-charge. |
| 959 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v |
| 960 | Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge |
| 961 | Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 962 | Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 963 | Providing and stacking of Peltophorum species of height 150-165 cm. inbig poly bags of size 25 cm as per direction of the officer-in-charge. |
| 964 | Providing and Displaying Marigold jaffri French orange/yellow/Russet colour well developed with fresh & healthy foliage with 60 to 75 flowers in bloom specimen plant 60 to 75 cm ht in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 965 | Providing and stacking of Spider plant, Chlorophytum comosum . |
| 966 | Providing and stacking of Lemon tree |
| 967 | Providing and stacking of Banana tree |
| 968 | Providing and fixing of Precast RCC Garden Bench including all labour and T&P etc complete as per Direction of Engineer-In-Charge. |
| 969 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 970 | upto 1.5m depth |
| 971 | all kinds soil |
| 972 | In all kind of soil upto 1.5m to 3.0m. depth |
| 973 | all kinds soil |
| 974 | In all kind of soil upto 3.0m to 4.5m. depth |
| 975 | all kinds soil |
| 976 | In all kind of soil upto 3.0m to 4.5m. depth |
| 977 | all kinds soil |
| 978 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: |
| 979 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 980 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 981 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 982 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) |
| 983 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 984 | Mild steel and Medium Tnsile steel bars. |
| 985 | Centring and shuttering including struting , proping etc and removal of form for : |
| 986 | Suspended floors, roofs, landings, balconies and access platform. |
| 987 | Edges of slabs and breaks in floors and walls |
| 988 | Under 20 cm wide |
| 989 | 12 mm cement plaster on rough side of single or half brick wall mix |
| 990 | 1:6 (1 cement : 6 coarse sand) |
| 991 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 992 | HD-20- Circular shape 560mm internal diameter |
| 993 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. |
| 994 | Rockey strata including Boulders (300 mm dia |
| 995 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 996 | 150 mm nominal size dia |
| 997 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 998 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 999 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 1000 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 1001 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 1002 | upto 1.5m depth |
| 1003 | all kinds soil |
| 1004 | upto 1.5m to 3.0m. depth |
| 1005 | all kinds soil |
| 1006 | upto 3.0m to 4.5m. depth |
| 1007 | all kinds soil |
| 1008 | Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: |
| 1009 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 1010 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 1011 | Cement mortar 1:6 (1 cement : 6coarse sand) |
| 1012 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) |
| 1013 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 1014 | Mild steel and Medium Tnsile steel bars. |
| 1015 | Centring and shuttering including struting , proping etc and removal of form for : |
| 1016 | Suspended floors, roofs, landings, balconies and access platform. |
| 1017 | Edges of slabs and breaks in floors and walls |
| 1018 | Under 20 cm wide |
| 1019 | 12 mm cement plaster on rough side of single or half brick wall mix |
| 1020 | 1:6 (1 cement : 6 coarse sand) |
| 1021 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 1022 | With 20x20mm square bar |
| 1023 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 1024 | LD-2.5 Rectangular shape 600x450mm internal dimensions |
| 1025 | Constructing brick masonry INSPECTION chamber 60x60x60 cm with bricks of class designation 75 in cement mortar 1:6 (1 cement : 6 coarse sand) including CI cover with frame LIGHT WEIGHT complete as per design. With FPS bricks |
| 1026 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 1027 | All kinds of soil |
| 1028 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 1029 | Earth work in Excavation 1.50-3.00 mtr |
| 1030 | all kinds soil |
| 1031 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 1032 | 20 % of excavation of items (1.A.1+2.A.1) |
| 1033 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1034 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1035 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 1036 | Upto plinth level |
| 1037 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 1038 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 1039 | Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. |
| 1040 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 1041 | RCC Bend Beam |
| 1042 | Suspended floors, roofs, landings, balconies and access platform. |
| 1043 | Edges of slabs and breaks in floors and walls. |
| 1044 | Under 20 cm wide |
| 1045 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. |
| 1046 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 1047 | Thermo-Mechanically Treated bars. |
| 1048 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 1049 | 6 mm cement plaster on rough side of single or half brick wall of mix: |
| 1050 | 1:3 (1 cement: 3 fine sand) |
| 1051 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 1052 | HD-20 |
| 1053 | Circular shape 560 mm internal diameter |
| 1054 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 1055 | Providing and fixing soil, waste and vent pipes |
| 1056 | 100 mm dia. |
| 1057 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 1058 | Providing and fixing terminal guard : |
| 1059 | 100 mm |
| 1060 | Sand cast iron S&S as per IS - 3989 |
| 1061 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks |
| 1062 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, up to 90 metre depth below ground level. |
| 1063 | All Types of Soil |
| 1064 | 350mm dia |
| 1065 | Rocky strata including Boulders |
| 1066 | 350mm dia |
| 1067 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. |
| 1068 | Rocky strata including Boulders |
| 1069 | 350mm dia |
| 1070 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. |
| 1071 | 100 mm nominal size dia having minimum wall thickness 5.00 mm |
| 1072 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. |
| 1073 | 100 mm nominal size dia |
| 1074 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 1075 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 1076 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 1077 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 1078 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 1079 | 100 mm dia |
| 1080 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 1081 | 200 mm clamp. |
| 1082 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 1083 | 200 mm dia |
| 1084 | Providing & fixing of following sizes of CI non return valve conforming to API-594 with C.I. body, SS Disc, SS stem, EPDM seal, complete with companion flanges, bolts, nuts, washers & inserted rubber gasket complete as required and as per enclosed specification. |
| 1085 | 100 mm dia |
| 1086 | Supplying & installation submersible pumping motor pumpsets making connection suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I. riser pipes (65 mm dia minimum) installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of submersible pump and supply of water to water mains complete in all respects |
| 1087 | Discharge 250 LPM. |
| 1088 | Head 120 m |
| 1089 | HP/Load 7.5 (Approx) |
| 1090 | Provding and fixing heavy duty 65mm G.I. pipe confiming to IS. 1239 upto 150 mm and IS 3589 for dia 200 mm and above with reducers, tees, flanges, elbow, crosses, union etc. and fixing the pipes on wall / ceiling / beam / floor including Clamping/Supporting the same, including painting with 2 coats of synthetic enamel paint as per the site requirement and shall be duly painted with two coats of approved quality synthetic enamel paint & shade over a readymix primer coat complete as required & as per directions of the engineer-in-charge for the following sizes: |
| 1091 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 1092 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 1093 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge (50 mm thick layer) |
| 1094 | Bermuda Grass or Doob Grass |
| 1095 | Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately). |
| 1096 | In rows 5 cm apart in both directions. |
| 1097 | P/ F MV Danger Notice Plate |
| 1098 | Providing and fixing MV Danger Notice Plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enamelled white on both sides and with inscription in single red colour on front side as required. |
| 1099 | P/ F HT Danger Notice Plate |
| 1100 | Providing and fixing HT danger notice plate of 250 mm x 200 mm, made of mild steel, at least 2 mm thick, and vitreous enamelled white on both sides and with inscription in single red colour on front side as required. |
| 1101 | 11 KV HT DP STRUCTURE |
| 1102 | Supply, Installation, testing and commissioning of 11 KV DP structure as per CEI & SEB norms & comprising of the following, but not limited to it for completion of works |
| 1103 | RSJ pole of 9.15 mt length of size 175 x 90 mm complete with suitable M.S. base plate welded at bottombase plate - 2 Nos. |
| 1104 | MS Channel of size 100 x 50 mm, length 4 mts (approx) |
| 1105 | 11 KV AB switch - 1 set |
| 1106 | 11 KV Horn Gap fuse Unit - 1 set |
| 1107 | 11 KV Lightning Arrestor |
| 1108 | 11 KV Disc insulator |
| 1109 | 11 KV Pin insulator |
| 1110 | 6 SWG copper wire for jumpering |
| 1111 | Supply and erection of Stay set complete with necessary foundation, excavation and refilling of earth etc. as required. |
| 1112 | Concrete foundation for RSJ poles burrioed upto a depth of 1830 mm in ground in a pit of size 450X450 mm in CC 1:3:6 along with 200 mm copping above ground inclusive of earth work. |
| 1113 | Necessary Nut, Bolts, clamps, operating handle for AB switch, clamping welding etc. complete as required. |
| 1114 | Painting the RSJ poles complete with two coat of Red Oxide and two coats of GI enamel paints complete as required. |
| 1115 | Transpotation of all materials and accessories at site |
| 1116 | Complete erection, testing and commissioning. |
| 1117 | HT Yard Works |
| 1118 | Formation of H.T Yard of size 18mts X 5 mts ground level raised from the existing ground level for minimum height 300 mm provided with necessary retaining wall , inside the yard filled with sand and top provided with 150 mm layer of 40 mm & below stone aggregated in the yard complete |
| 1119 | Supply and fixing MS rectangular pole made of 6 equal angles of 65X65X6 mm welded together/back to back and with 4 Nos 16 mm dia MS rods equal of length including all materials, cutting , bending , welding, Al.painting etc complete and fixed in ground using CC 1:2:4 with all accessories for chain Link Fencing |
| 1120 | Providing G.I. chain link fencing 50mm size of 8 guage properly stertched between rectangular poles and fixed wit suitable bolts and nuts, the free end shall be welded to the pole and black pipe at top and bottom as required including the cost of all materials and labour complete. |
| 1121 | Supply and erection of welded mesh fencing M.S gate for a height of 2400 mm and 1200 mm wide hinged with necessary AL. frame work with painting the gate complete with accessories. |
| 1122 | 11 KV H.T. METERING PANEL (INDOOR TYPE): |
| 1123 | Supply, Receiving, Unloading, Storing, Shifting, Installation, Testing & Commissioning of indoor type floor mounted, dust, damp and vermin proof, cubicle HT. Metering Panel made out of 14 gauge CRCA sheet steel complete with 5 Amp electronic trivector meter, C.T.\"s of 20/5 Amp, 0.5 Class, 10 VA Burden, and P.T\"s of 11 KV / √3, 110V / √3, 100 VA conforming to relevant IS Standards and complete as required. H.T. Metering cubicle along with C.T.\"s, P.T.\"s and trivector meter shall be got tested and approved from local electricity supply authority. The GA drawing shall be got approved by SEB/ local statutory authorities before fabrication. |
| 1124 | 11 KV HT SWITCHBOARD ( SINGLE PANEL) - INDOOR DUTY (TO BE LOCATED NEAR THE MAIN ENTRANCE) |
| 1125 | Design, Manufacture, Supply, delivery, erection, testing and commissioning of a single enclosed 2 mm thick sheet steel clad floor mounting, vermin proof, fully interlocked vertical isolation, extensible, horizontal draw out, air insulated, metal clad switchboard having double isolation features complete with circuits as detailed below. The switchboard shall be complete with necessary PVC insulated copper busbars, small wiring, labels, cable eyes, cable termination to receive XLPE cables, foundation bolts and suitable for operation on 11 kV 3 phase, 50 cycle, earthed system with a rupturing capacity of 350 MVA at 11 kV Panel shall be equipped with following accessories and as per specifications and schematic drawing. |
| 1126 | 1No. - Metal Clad housing with having 630A Vaccum circuit breaker with Electric operated mechanism (spring charged motor - 230V AC) |
| 1127 | 1Set- Tripping coil & closing Coil 24V DC |
| 1128 | 1 - Set of isolating plug and receptacle |
| 1129 | 1 - Set of Automatic safety shutter |
| 1130 | 1- Set of breaker control switch (TNC) |
| 1131 | 1 set - Dual Core Cast Resin Current transformers of ratio 20/5A Class 5P10 and Class 0.5, 15 VA burden for protection & metering. |
| 1132 | 1set of 11/ √3KV / 110/√3 Volt, 100 VA burden & accuracy class 1, 3 nos. single phase construction, dry type cast resin PT |
| 1133 | 1 - Set of ON/OFF/Trip/ Spring Charged & Trip circuit healthy and phase indicating lamps. |
| 1134 | 1 No.- H.T. Cable joint box for 3C x 240 Sq.mm aluminium conductor XLPE cable,11 KV(E) |
| 1135 | 1- set of IDMT relay with 2 element of O/C protection(50%-200%) & 1 element of E/F protection (20%-80%). |
| 1136 | 1 no. Anti Pumping Relay |
| 1137 | 1 Set of Power Pack 220 Volt A.C. / 24 Volt D.C. complete as required. |
| 1138 | Supplying,Installation,Testing & Commissioning Rate for 11 kV HT Panel as described above |
| 1139 | Supply, erection, testing and commissioning of 230V, single phase 2 wire AC to 24V DC Batteries charger ( SMPS Based ) with semiconductor/IGBT fullwave rectifier with auto /manual float cum boost facility complete with 24V DC, 120 AH sealed maintenance free batteries including one no. distribution board having 63 Amps DP MCCB as incomer and 12 Nos. 20/16A DP MCB\"s (D.C. duty) as outgoing complete as required and as directed by Engineer Incharge. |
| 1140 | DISTRIBUTION TRANSFORMERS |
| 1141 | Supply, installation, testing and commissioning of 200 kVA 11000/433 volts Deta/Star, vector group DY11, outdoor mounting, oil cooled, ONAN transformer with OFF Circuit Tap Changer (OCTC) for manual operation of OFF Circuit Tap Changer (OCTC) , suitable for incoming voltage variation of +5% to -10% in steps of 2.25% 7 steps to give a constant secondary voltage. The transformer shall be provided with fittings, accessories, protection, first filing of oil etc. including Buchholz oil temperature alarm/trip protection and space for mounting differential protection CT\"s in LV chamber complete as per specifications and as required. The transformer shall be provided with arrangement to terminate XLPE cable on HT side and to connect XLPE Cable on LT side, complete as required and conforming to IS:1180 EEL I (Revised in July 2017), IEC 60726 & IS 2026, ECBC-2017, ANSI, NEMA standards & as per specification complete in all respects as required at site. |
| 1142 | Transformer described as above. |
| 1143 | Supplying of following size of aluminum conductor, XLPE insulated armoured and over all PVC sheathed, 11 KV (E) grade earthed cable as per relevant IS code and technical specifications |
| 1144 | 3C x 240 sq.mm. XLPE insulated Aluminium. Armored. Cable |
| 1145 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 1146 | Above 120 sq. mm and upto 400 sq. mm. |
| 1147 | Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : |
| 1148 | 240 sq. mm |
| 1149 | Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : |
| 1150 | 240 sq. mm |
| 1151 | P/ F RCC Hume Pipe |
| 1152 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. |
| 1153 | 100 mm dia ID |
| 1154 | 150 mm dia ID |
| 1155 | Supply of fire buckets 4 Nos. in each set duly filled with fine sand and fixed on an angle iron frame as per requirement of local authorities. Fire buckets shall be painted red from outside and white from inside with additional handle at the bottom and suitable for outdoor installation. |
| 1156 | Supply and fixing on position the approved Single Line Diagram framed in 1000 x 800 mm size glass frame and installed in main switch room as directed by Engineer Incharge |
| 1157 | Supply of First Aid box as directed by Engineer Incharge |
| 1158 | Supply of tool kit with 1 pair 11 KV rubber hand gloves as directed by Engineer Incharge. |
| 1159 | Supplying & fixing standard shock treatment charts in English & Hindi duly framed and covered with glass as directed by Engineer Incharge. |
| 1160 | Providing Safety mat made of elastomeric polymers Material (Class B) 1.2 M wide with thickness 2.5 mm to withstand 12KV dielectric strength AS PER relevant IS Code |
| 1161 | Providing a mat made of elastomeric polymers Material (Class A )1.2 M wide with 2 mm thickness to withstand 1.1 KV dielectric strength AS PER relevant IS Code |
| 1162 | Design, manufacture, supply, erection, testing & commissioning of following rating of DG Sets in Accoustic Enclosure, having self excited & self regulated 415 V, 3 Phase, 4-Wire, 50 Hz, 0.8 p.f. Alternator coupled with multiple-cylinder, turbo-charged/ turbo-charged after cooled as called for, Diesel Engine capable to generate the power not less than the required BHP to achieve the alternator capacity as given below, with radiator Cooled, Residential type silencers and Electronic governer (G2 Governing System), DG set controller suitable for Auto Synchronization & Auto Load Sharing with microprocessor based Synchronization relay like Woodward/Dief/ Deepsea or equivalent including providing of Engine control panel, 24V batteries of suitable rating, battery-charger with battery leads, inbuilt oil fuel tank of capacity as per OEM standards and complete with all standard accessories & protection as required and as per specifications, including first filling of lube oil, fuel tank, providing common base plate, anti vibration pads, drip trays, foundation bolts, nuts, bolts, cable termination/adopter box sutiable to terminate upto 1 nos. of 3.5Cx120 sq.mm. XLPE cables as required for a complete installation including RCC/PCC foundation for DG set as per the structural detail for Dynamic Load submitted by the Vendor and approve by the Client. DG set should comply relevant Indian standards. DG shall have Remote Monitoring System. |
| 1163 | 125 KVA (With Outdoor Acoustic Enclosure) |
| 1164 | MAIN LT PANEL |
| 1165 | Design, fabrication, assembly, wiring and supply of front operated dead front cubicle type compartmentalised as per Form 3B, rear access free standing, dust and vermin proof (IP 42 ingress protection) main switchboards suitable for use at 415 volts, 3 phase 4 wire 50 Hertz system suitable for a symmetrical fault level of 50 kA at 415 volts, fabricated from 2 mm thick CRCA MS sheets with hinged, gasketted (metal based neoprene) and lockable doors having structural reinforcement with suitable angle/channel/T/flat sections including 3 mm thick gland plates on top and bottom and including lifting hooks with sleeved TPN Aluminum Bus bars and GI earth strip of required size with 2 nos earthing terminals and including powder coated paint finish of approved shade (RAL 7032) over metal surface cleaned and treated with seven tank process complete with interconnections etc as per specifications, as required and as below. This main panel must be extendable for future requirement in such a manner not to disrupt ongoing services at the point of use during extension. All LT Panel shall conform to latest IS/IEC -61439 code. All Panel shall be complete with power & control wiring, danger & inscription plate, Lifting hooks etc. |
| 1166 | Each incoming / outgoing breaker shall have microprocessor release upto 250 Amp & below thermal magnetic release with adjustable over current, short circuit & earth fault protection with instantaneous as mentioned in specification. The Panel will be made as per detailed specifications & drawings forming part of this document. Fault level of panel shall be 50 KA. |
| 1167 | All the MCCB with adustable overload, short circuit & earth fault protection and above shall have microprocessor. The panel shall be manufactured as per BOQ, tech specification and drawing. |
| 1168 | (Note:The contractor may select the next higher fault rating of ACB/ MCCB if it is not readily available ,without any extra cost ,as the figure indicated within the bracket are required maxmum fault level of the panel.) |
| 1169 | NOTE: PANEL MUST BE AS PER IEC 61439 TYPE TESTED FROM ANY INDIA BASED TEST LABORATORY (CPRI/ERDA ETC) FOR ROTECTION AGAINST SHORT CIRCUIT/TEMPERATURE RISE/INTERNAL ARC/DEGREE OF PROTECTION) (PTTA PANEL UPTO 800A & TTA PANEL ABOVE 800A) |
| 1170 | MAIN LT PANEL |
| 1171 | INCOMER FROM TRANSFORMER 1 (1 Nos. 160 KVA) |
| 1172 | 1 No. 250 Amp FP MCCB, 50 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1173 | 1 Nos. 315A FP suitable rating Contactor with all required accessories. |
| 1174 | Under voltage & Overvoltage protection |
| 1175 | IDMTL Overload, instantaneous over current & Earth fault protection |
| 1176 | Negative phase sequence protection |
| 1177 | Master trip relay |
| 1178 | In addition to above relays shall be provided for the following protection: |
| 1179 | Trip circuit supervision relay |
| 1180 | Anti pumping device |
| 1181 | The MCCB shall be complete with 3 Nos. 250A/5A, 15VA, 5P10 CTs for protection. |
| 1182 | 1 set of 250/5A, 15 VA, class-1 CTs for APFC relay |
| 1183 | Metering, Indication & Push Button for Controls |
| 1184 | 1 set of R,Y,B phase indicating lamps each with 3 nos. 2A SP MCBs. |
| 1185 | Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 250/5A CTs (250A/500V) rating |
| 1186 | 1Set- of ON/OFF/Trip/ Spring Charged & Trip circuit healthy indicating lamps. |
| 1187 | Surge protection device , Type 1, spark gap type for 10/350us wave, 3 Nos phase to neutral, one No neutral to earth ,(minimum 3+1 mode) with minimum discharge capacity 50KA along with necessary fuses - Model AG 50/440 T1 (Argos) or equivalent. |
| 1188 | INCOMER FROM EACH DG SETS - (1 Nos. 125 KVA) |
| 1189 | 1 No. 200 Amp FP MCCB, 35 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1190 | 1 Nos. 250A FP suitable rating Contactor with all required accessories. |
| 1191 | Under voltage & Overvoltage protection |
| 1192 | IDMTL Overload, instantaneous over current & Earth fault protection |
| 1193 | Negative phase sequence protection |
| 1194 | Master trip relay |
| 1195 | In addition to above relays shall be provided for the following protection: |
| 1196 | Trip circuit supervision relay |
| 1197 | Anti pumping device |
| 1198 | The MCCB shall be complete with 3 Nos. 200A/5A, 15VA, 5P10 CTs for protection. |
| 1199 | Reverse power relay |
| 1200 | Metering, Indication & Push Button for Controls |
| 1201 | 1 set of R,Y,B phase indicating lamps each with 3 nos. 2A SP MCBs. |
| 1202 | Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 200/5A CTs (200A/500V) rating |
| 1203 | 1Set- of ON/OFF/Trip/ Spring Charged & Trip circuit healthy indicating lamps. |
| 1204 | CONTACTOR:- |
| 1205 | 1 Nos. 200A FP Contactor with all required accessories. |
| 1206 | 3 Set of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. |
| 1207 | BUS BARS |
| 1208 | 1 Sets of 315A TPN Aluminum bus bars with colour coded heat shrinkable PVC sleeves. |
| 1209 | Auto - manual selector switch for individual breaker & PLC |
| 1210 | Incomer terminal/Adapter box for bus duct & cable connection. |
| 1211 | 8 Channel temperature scanner for monitoring bearing and winding temperature for each DG set |
| 1212 | Battery Charger 24 V, 20 A for each DG sets |
| 1213 | 16 window facia annunciator for each DG set |
| 1214 | OUTGOINGS |
| 1215 | 2 Nos. 160A TPN MCCB, 25 kA breaking capacity with thermal release and rotatry handle with adjustable settings, ON/ OFF/ Trip indication lamp including control MCB\"s. |
| 1216 | 3 Nos. 100 A TPN MCCB, 25 kA breaking capacity with thermal release and rotatry handle with adjustable settings, ON/ OFF/ Trip indication lamp including control MCB\"s. |
| 1217 | 2 Nos. 63 A TPN MCCB,25 kA breaking capacity with thermal release and rotatry handle with adjustable settings, ON/ OFF/ Trip indication lamp including control MCB\"s. |
| 1218 | 3 Nos. 40 A TPN MCCB, 16 kA breaking capacity with thermal release and rotatry handle with adjustable settings, ON/ OFF/ Trip indication lamp including control MCB\"s. |
| 1219 | 1 Nos. 6 KW S/D Starter with 40A TP MCB - for Fire Terrece Pump |
| 1220 | Wiring and Supplying , installation of space heater, humidistat and control MCB\"s shall be provided all vertical sections. |
| 1221 | All Bus bar section/ backside panels have pad locking facility and hinged type door |
| 1222 | 5 W LED Lamp, switch shall be provided in each vertical section |
| 1223 | Supplying,Receiving, fixing, testing & commissioning of Main LT Panel as described above |
| 1224 | Note: Incomers for Normal Supply, D.G. sets & Bus couplers shall be electrically & mechanically interlocked. |
| 1225 | Note:The Main LT Panel shall also include the following: |
| 1226 | (i) Necessary control and firing card with proper control wiring and lugs of the required rating to be provided. |
| 1227 | (ii) Heavy duty exhaust fans to be provided for cooling |
| 1228 | (iii) Each Incommer shall have Surge Protection Device. |
| 1229 | (iv) All outgoing feeders of Main LT Panel shall have BMS compatible Electronic Energy Meter and ON/OFF/TRIP indication Lamps |
| 1230 | (v) In case of PLC failure, Provision of manual operation for all incomer of Main LT Panel with on off slector switch. |
| 1231 | Capacitor Panel (45 KVAR) |
| 1232 | INCOMER |
| 1233 | 1 No. 100 Amp FP MCCB, 25 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1234 | METERING & INDICATION |
| 1235 | 1 set of phase indicating lamps |
| 1236 | 1 No. 6 stage Microprocessor APFC controller/Relay shall continuously monitor all three phases and LCD displays for various Electrical Parameters like voltage, input current, capacitive current, KVA demand,KW, Power Factor, self diagnostic error code indication with printout facility of the above with RS 232 C port. Controller should mounted on the front side of the panel. Panel shall be suitable for Auto/Manual operation and shall be provided as per technical specifications. |
| 1237 | BUS-BAR |
| 1238 | 1 Set of 125A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 1239 | OUTGOINGS |
| 1240 | 3 Nos.of 32A TP MCCB with suitable Capacitor duty contactor |
| 1241 | 3 Nos.of 20A TP MCCB with suitable Capacitor duty contactor |
| 1242 | 3 Nos. 10 KVAR capacitor Bank each with 7% harmonic & discharge resistor suitable capacity to carry expected current continuosly. with suitable size capacitor duty contactor, start/stop Push buttons, ON/OFF indication Lamps, Auto/ manual switch complete with wiring in all respects. |
| 1243 | 3 Nos. 5 KVAR capacitor Bank each with 7% harmonic & discharge resistor suitable capacity to carry expected current continuosly. with suitable size capacitor duty contactor, start/stop Push buttons, ON/OFF indication Lamps, Auto/ manual switch complete with wiring in all respects. |
| 1244 | Supplying,Receiving, fixing, testing & commissioning of Capacitor Panel as described above |
| 1245 | (i) All the capacitors shall be suitable for 525 V |
| 1246 | (ii) Necessary control and fixing card with proper wiring and lugs of the required rating to be provided. |
| 1247 | (iii) Suitable exhaust fans, ventilation louvers to be provided for cooling. |
| 1248 | (iv) LED indication lamps for number of capacito banks \" ON & Power Factor lagging or leading. |
| 1249 | (v) The APFC shall be protected from following |
| 1250 | * Over- voltage& Voltage unbalance |
| 1251 | * Over temperature-system should be in standby mode and automatically restart after above condition restored. |
| 1252 | *Total harmonic Distortion |
| 1253 | EXTERNAL LIGHTING PANEL(Outdoor Type weather proof, double door with canopy and suitable MS Structure stand duly painted) |
| 1254 | INCOMER |
| 1255 | 1No. 40A FP MCCB 16 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1256 | 1No. 50A FP Contactor, AOM switch & Astronomical Watch Timers for 24 Hrs. setting |
| 1257 | Metering & Indication |
| 1258 | 1 set of R,Y,B phase indicating lamps |
| 1259 | BUS-BAR |
| 1260 | 1 Set of 50A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 1261 | OUTGOINGS |
| 1262 | 6 Nos. 20A DP MCB |
| 1263 | 3 Nos. 20A FP MCB |
| 1264 | Supplying,Receiving, fixing, testing & commissioning of above described Panel |
| 1265 | SDB Light & Power Panel for Ground & First Floor |
| 1266 | INCOMER |
| 1267 | 1 Nos. 100Amp FP MCCB, 25 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1268 | METERING & INDICATION |
| 1269 | 1 set of R,Y,B phase indicating lamps |
| 1270 | Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 100/5A CTs (100A/500V) rating |
| 1271 | 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. |
| 1272 | BUS-BAR |
| 1273 | 1 Set of 125A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 1274 | OUTGOINGS |
| 1275 | 3 Nos. 63A FP MCB ,10KA. |
| 1276 | 3 Nos. 40A FP MCB ,10KA. |
| 1277 | 3 Nos. 25A SPN MCB,10KA. |
| 1278 | Supplying,Receiving, fixing, testing & commissioning of above described Panel |
| 1279 | Lift Panel |
| 1280 | INCOMING |
| 1281 | 1 No. 63A FP MCCB, 25 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1282 | METERING & INDICATION |
| 1283 | 1 Set of R,Y,B phase indicating lamps |
| 1284 | Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating |
| 1285 | 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. |
| 1286 | BUS-BAR |
| 1287 | 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 1288 | OUTGOING |
| 1289 | 2 Nos. 40A FP MCCB, 25KA |
| 1290 | 2 Nos. 25A SPN MCB, 10KA |
| 1291 | Supplying,Receiving, fixing, testing & commissioning of above described Panel |
| 1292 | Plumbing Panel |
| 1293 | INCOMER |
| 1294 | 1 No. 40A FP MCCB, 16 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1295 | METERING & INDICATION |
| 1296 | 1 Set of R,Y,B phase indicating lamps |
| 1297 | Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 40/5A CTs (40A/500V) rating |
| 1298 | 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. |
| 1299 | BUS-BAR |
| 1300 | 1 Set of 50A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 1301 | OUTGOINGS |
| 1302 | 2 Nos. 3/4 KW DOL Starter with 20A TP MCB - for Raw water Transfer Pump (1w +1s) |
| 1303 | 2 Nos. 20A TP MCB, 10KA |
| 1304 | NOTE :- All starters shall have ON & OFF push button & suitable rating of contractor and overload relays |
| 1305 | Supplying,Receiving, fixing, testing & commissioning of above described Panel |
| 1306 | HVAC PANEL |
| 1307 | INCOMER |
| 1308 | 1 Nos. 160Amp FP MCCB, 25 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 1309 | METERING & INDICATION |
| 1310 | 1 set of R,Y,B phase indicating lamps |
| 1311 | Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 160/5A CTs (160A/500V) rating |
| 1312 | 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. |
| 1313 | BUS-BAR |
| 1314 | 1 Set of 200A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 1315 | OUTGOINGS |
| 1316 | 4 Nos. 63A FP MCCB ,16KA. |
| 1317 | 4 Nos. 40A FP MCCB ,16KA. |
| 1318 | Supplying,Receiving, fixing, testing & commissioning of above described Panel |
| 1319 | Laying of one number PVC Insulated and PVC shethed /XLPE power Cables of 1.1 KV grade of following size direct in ground including excavation,sand cushioning and protecting covering and refilling the trench etc as required. |
| 1320 | Up to 35 sq mm. |
| 1321 | Above 35 sq mm and up to 95 sq mm. |
| 1322 | Above 95 sq mm and up to 185 sq mm. |
| 1323 | Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. |
| 1324 | Upto 35 sq.mm |
| 1325 | Above 35 sq. mm and upto 95 sq. mm |
| 1326 | Above 95 sq.mm and upto 185 sq.mm |
| 1327 | Laying and fixing of one no PVC insulated and PVC sheathed /XLPE power cable of 1.1 kV grade of following size on Cable tray as required. |
| 1328 | Up to 35 sq mm. (Clambed with 1mm thick saddle) |
| 1329 | Above 35 sq mm and up to 95 sq mm. (Clambed with 25 x 3 mm thick MS Flat Clamp) |
| 1330 | Above 95 sq. mm and upto 185 sq. mm (Clamped with 25/40x3mm MS flat clamp) |
| 1331 | S/ F powder coated of approved shade MS Cable Trays |
| 1332 | Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.. |
| 1333 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 1334 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 1335 | S/ F powder coated of approved shade MS Cable Tray Bends |
| 1336 | Supplying and installing following size of perforated powder coated of approved shade M.S. cable tray bends with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 1337 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 1338 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 1339 | S/ F powder coated of approved shade MS Cable Tray Tee\"s |
| 1340 | Supplying and installing following size of perforated powder coated of approved shade M.S. cable tray tee\"s with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 1341 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 1342 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 1343 | Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and technical specifications. |
| 1344 | 4 X 6 sq. mm |
| 1345 | 4 X 10 sq. mm (28mm) |
| 1346 | 4 X 16 sq. mm (28mm) |
| 1347 | 3½ X 25 sq. mm (28mm) |
| 1348 | 3½ X 35 sq. mm (32mm) |
| 1349 | 3½ X 50 sq. mm (35mm) |
| 1350 | 3½ X 70 sq. mm (38mm) |
| 1351 | 3½ X 95 sq. mm (45mm) |
| 1352 | 3½ X 120 sq. mm (45mm) |
| 1353 | 3½ X 150 sq. mm (50mm) |
| 1354 | 3½ X 185 sq. mm (57mm) |
| 1355 | 3½ X 240 sq. mm (62mm) |
| 1356 | 3½ X 300 sq. mm (70mm) |
| 1357 | XLPE Insulated Copper Armoured Cables |
| 1358 | 2C x 6 Sq.mm. |
| 1359 | 2C x 4 Sq.mm. |
| 1360 | 3C x 6 Sq.mm. |
| 1361 | 3C x 4 Sq.mm. |
| 1362 | 4CX 2.5 Sq.mm |
| 1363 | 4C x 4 Sq.mm. |
| 1364 | 4C x 6 Sq.mm. |
| 1365 | 1C X 16 sqmm Cu flexible(Unarmoured) cable |
| 1366 | 7 C x 1.5 Sq.mm. |
| 1367 | 12 C x 2.5 Sq.mm. |
| 1368 | Supply and making End termination with brass Single/ Double compression gland including providing and crimping of aluminum/copper solderless lugs/ferrules for XLPE/PVC insulated armoured power aluminum/copper conductor cables 1.1 KV grade of following sizes: |
| 1369 | SINGLE COMPRESSION GLAND FOR AI. AR. CABLE |
| 1370 | 4C/3C x 6/4 sq.mm. |
| 1371 | Single Compression Gland for Cu. Cable |
| 1372 | 4C/3C/2C x 4/6/2.5 sq.mm. |
| 1373 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV gradeas required. |
| 1374 | 4 X 6 sq. mm (28mm) |
| 1375 | 4 X 10 sq. mm (28mm) |
| 1376 | 4 X 16 sq. mm (28mm) |
| 1377 | 3½ X 25 sq. mm (28mm) |
| 1378 | 3½ X 35 sq. mm (32mm) |
| 1379 | 3½ X 50 sq. mm (35mm) |
| 1380 | 3½ X 70 sq. mm (38mm) |
| 1381 | 3½ X 95 sq. mm (45mm) |
| 1382 | 3½ X 120 sq. mm (45mm) |
| 1383 | 3½ X 150 sq. mm (50mm) |
| 1384 | 3½ X 185 sq. mm (57mm) |
| 1385 | 3½ X 240 sq. mm (62mm) |
| 1386 | 3½ X 300 sq. mm (70mm) |
| 1387 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. |
| 1388 | Above 4.5 metre and upto 6.0 metre |
| 1389 | Supplying, installation, testing and commissioning of Flood light IP66 LED fitting suitable for 100 watt having system lumen output of minimum 10000 lumens complete with all accessories and lamp. PF better than 0.9, CRI better than 70 complete with all accessories. |
| 1390 | Supplying, installation, testing and commissioning of Bollard light fitting suitable for 11 watt IP 65LED having system lumen output of minimum 900 lumens complete with all accessories and lamp. |
| 1391 | Supplying, installation, testing and commissioning of 45 watt IP 65 LED POST light fitting having system lumen output of minimum 4500 lumens, Pure polyester UV resistant powder coated die cast aluminium housing with PMMA clear diffuser for uniform illumination, PF better than 0.9, CRI better than 70 complete with all accessories suitable for vertical/horizontal mounting on pole complete with connections etc as required. |
| 1392 | Supplying, installation, testing and commissioning of Gate light fitting suitable for 42 watt IP 65LED having system lumen output of minimum 4200 lumens complete with all accessories and lamp. Wipro Cat No.: |
| 1393 | Supplying, installation, testing and commissioning of 70W LED Street Light IP66 LED with High performance having system lumen output of minimum 7000 lumens, contemporary designed housing made of die-cast aluminium, with street optic LENS for uniform light distribution. PF better than 0.9, CRI better than 70 complete with all accessories. |
| 1394 | Supplying, installation, testing and commissioning of 70W LED Solar Street Light On 6 Meter GI octagonal Pole having Compact, Aesthetic, Eco friendly & modern integrated Solar street light in extruted Aluminum construction with high efficiency monocrystalline silicon photo voltaic panel, high efficacy SMD LED 6500K having secondary lens optics for street lighting distribution, high performance lithium battery, MPPT charge controller & Intelligent control module/sensor with higher reliability, long service life, suitable for easy & quick installation. |
| 1395 | Supply, testing & commissioning of 6.0 meter high G.I octagonal pole (Above Ground Level) with single/double arm as per requirement of suitable length with inbuilt junction box with 10A SP MCB, connectors for incoming/outgoing cable connection and 300mm x 300mm x 20 mm thick base plate and bracket (double arm/single arm whichever required) complete in all respect. |
| 1396 | Providing, installation of 200 x 150 x 125 mm polycarbonate weather proof (IP-55) junction box and SP MCB’s and terminal block. |
| 1397 | Supplying and laying cable through GI pipe upto junction box including excavation and back filling, wiring with 2 x 2.5 sq.mm PVC insulated 1100 volts grade copper conductor wires from junction box to lighting fixture complete. |
| 1398 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below |
| 1399 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 1400 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 1401 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 1402 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:Asbestos cement sheet |
| 1403 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 1404 | In cement mortar |
| 1405 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 1406 | From brick work in cement mortar |
| 1407 | \"Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading , lead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge. |
| 1408 | Recovery of Bricks |
| 1409 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 1410 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 1411 | In cement mortar |
| 1412 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 1413 | From brick work in cement mortar |
| 1414 | NEW BDLY |
| 1415 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. all kinds of soil |
| 1416 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 1417 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1418 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 1419 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 1420 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 1421 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 1422 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 1423 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 1424 | Upto plinth level |
| 1425 | (i) R.C.C. work in Footing |
| 1426 | (ii) R.C.C. work in Beam |
| 1427 | (iii) R.C.C. work in Columns |
| 1428 | All works above plinth level upto floor V level |
| 1429 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1430 | (ii) R.C.C. work in Beam |
| 1431 | (iii) R.C.C. work in Columns |
| 1432 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1433 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 1434 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1435 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 1436 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 1437 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 1438 | 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand): |
| 1439 | Raised Band |
| 1440 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 1441 | Steel Painting: |
| 1442 | (b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 1443 | MAIN GATE WITH GUARD ROOM |
| 1444 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1445 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1446 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 1447 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 1448 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 1449 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 1450 | Upto plinth level |
| 1451 | (i) R.C.C. work in Footing |
| 1452 | (ii) R.C.C. work in Beam |
| 1453 | (iii) R.C.C. work in Columns |
| 1454 | Above plinth to floor-V lvl |
| 1455 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 1456 | (i) R.C.C. work in Beam |
| 1457 | (ii) R.C.C. work in Columns |
| 1458 | (iii) R.C.C. work in Slab |
| 1459 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 1460 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 1461 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 1462 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 1463 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick |
| 1464 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 1465 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1466 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 1467 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1468 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1469 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 1470 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 1471 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper |
| 1472 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete(a) 125 mm. |
| 1473 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . |
| 1474 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. |
| 1475 | 300 x 10mm |
| 1476 | 200 x 10mm |
| 1477 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 1478 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer |
| 1479 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 1480 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 1481 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 1482 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 1483 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 1484 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete |
| 1485 | 12 mm cement plaster on the fair side of single or half brick wall (a) 1:6 (1 cement: 6 coarse sand) |
| 1486 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). |
| 1487 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 1488 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 1489 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 1490 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 1491 | Applying priming coat: |
| 1492 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood |
| 1493 | With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 1494 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 1495 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 1496 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: |
| 1497 | (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 |
| 1498 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 1499 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 1500 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 1501 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 1502 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 1503 | SWITCH CONTROL LIGHT POINTS |
| 1504 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 1505 | Group C |
| 1506 | MCB CONTROL LIGHT POINTS |
| 1507 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) |
| 1508 | Primary point controlled by one MCB. |
| 1509 | Same as item above but Secondary point. i.e. Points to be looped with Primary point with 2.5 sqmm wire and Point wiring |
| 1510 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 1511 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1512 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 1513 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 1514 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 1515 | 2 x 10 sq. mm + 1 x 10 sq.mm earth wire |
| 1516 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 1517 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 1518 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required. |
| 1519 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1520 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1521 | Telephone socket outlet |
| 1522 | Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED |
| 1523 | Supply, Installation, Testing and Commissioning of 40W LED POST TOP LANTERN |
| 1524 | Supply, Installation, Testing and Commissioning of 40W LED GATE LIGHT |
| 1525 | Supply, Installation, Testing and Commissioning of 9W (Nominal) Wall Bracket Light |
| 1526 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 1527 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 1528 | 12 way, Double door |
| 1529 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1530 | Single Pole |
| 1531 | Single Pole Neutral |
| 1532 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1533 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1534 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Please Enable Macros to View BoQ information |
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